Sor Corrections 2007

8/6/2019 Sor Corrections 2007

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Code No. Description Unit Rate

2.1

2.1.1 All kinds of soil 100 sqm

2.2

2.2.1 All kinds of soil cum

2.3


2.4 cum

2.5 Deduct for not watering the excavated earth for banking cum

2.6


Earth work in surface excavation not exceeding 30 cm indepth but exceeding 1.5 m in width as well as 10 sqm onplan including disposal of excavated earth upto 50 m andlift upto 1.5 m, disposed soil to be levelled and neatly

dressed:

Earth work in rough excavation, banking excavated earthin layers not exceeding 20 cm in depth, breaking clodswatering, rolling each layer with ½ tonne roller or woodenor steel rammers, and rolling every 3rd and top-most layerwith power roller of minimum 8 tonnes and dressing up inembankments for roads, flood banks, marginal banks andguide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m :

Banking excavated earth in layers not exceeding 20 cm.in depth, breaking clods, watering, rolling each layer with½ tonne roller, or wooden or steel rammers, and rollingevery 3rd and top-most layer with power roller of minimum8 tonnes and dressing up, in embankments for roads, floodbanks, marginal banks, and guide banks etc., lead upto 50m and lift upto 1.5 m.

Deduct for not rolling with power roller of minimum 8tonnes for banking excavated earth in layers not exceeding20 cm in depth.

Earth work in excavation by mechanical means (Hydraulicexcavator)/ manual means over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.



2.7

2.7.1 Ordinary rock cum

2.7.2 Hard rock (requiring blasting) cum

2.7.3 Hard rock (blasting prohibited) cum

2.8

2.8.1 All kinds of soil. cum

2.9

2.9.1 Ordinary rock cum

2.9.2 Hard rock (requiring blasting) cum

2.9.3 Hard rock (blasting prohibited) cum

2.10

2.10.1 All kinds of soil2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre

2.10.1.2 metre

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. metre

Earth work in excavation/ by mechanical means (HydraulicExcavator)/ manual means over areas (exceeding 30 cm indepth, 1.5m in width as well as-10 sqm on plan) includingdisposal of excavated earth, lead upto 50 m and lift upto1.5 m, disposed earth to be levelled and neatly dressed.

Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a leadof 50 m.

Excavation work by mechanical means (HydraulicExcavator)/ manual means in foundation trenches ordrains not exceeding 1.5 m in width or 10 sqm on planincluding dressing of sides and ramming of bottoms liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soils as directed, within alead of 50m.

Excavating trenches of required width for pipes, cables, etcincluding excavation for sockets and dressing of sides,ramming of bottoms, depth upto 1.5 m including gettingout the excavated soil and then returning the soil asrequired, in layers not exceeding 20 cm in depth includingconsolidating each deposited layer by ramming, watering,etc. and disposing of surplus excavated soil as directed,within a lead of 50 m :

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mmdia.



2.11 metre

2.12 metre

2.13

2.13.1 Ordinary rock :

2.13.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre

2.13.1.2 metre


2.13.2 Hard rock (requiring blasting)

2.13.2.1 Pipes, cables etc, not exceeding 80 mm dia. metre

2.13.2.2 metre


2.13.3 Hard rock (blasting prohibited)

2.13.3.1 Pipes, cables etc. not exceeding 80 mm dia. metre

2.13.3.2 metre

2.13.3.3 metre

2.14 metre

2.15 metre

Extra for excavating trenches for pipes, cables etc. in allkinds of soil for depth exceeding 1.5 m, but not exceeding3 m. (Rate is over corresponding basic item for depth upto1.5 metre).

Extra for excavating trenches for pipes, cables, etc, in allkinds of soil for depth exceeding 3 m in depth, but notexceeding 4.5 m. (Rate is over corresponding basic item fordepth upto 1.5 metre.)

Excavating trenches of required width for pipes, cables,etc, including excavation for sockets, depth upto 1.5 mincluding getting out the excavated materials, returning thesoil as required in layers not exceeding 20 cm in depthincluding consolidating each deposited layers byramming, watering etc. stacking serviceable materialfor measurements and disposal of unserviceable materialas directed, within a lead of 50m :




Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mmdia.

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock

exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre.)

Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.)



2.16

2.16.1 Depth not exceeding 1.5 m. sqm

2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. sqm

2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. sqm

2.17




2.18




2.19 sqm

2.20




2.21




2.22

Close timbering in trenches including strutting, shoring and packingcavities (wherever required) complete. (Measurements to be taken of the face area timbered).

Close timbering in case of shafts, wells, cesspits, manholes and the likeincluding strutting, shoring and packing cavities (wherever required)etc. complete. (Measurements to be taken of the face area timbered).

Close timbering over areas including strutting, shoringand packing, cavities (wherever required) etc. complete.(Measurements to be taken of the face area timbered):

Extra for planking, strutting and packing materials for cavities (inclose timbering) if required to be left permanently in position. (Face areaof timber permanently left to be measured).

Open timbering in trenches including strutting and shoring complete(measurements to be taken of the face area timbered):

Open timbering in case of shafts, wells, cesspits, manholes and the likeincluding strutting and shoring complete (Measurements to be takenof the face area timbered):

Open timbering over areas including strutting, shoringetc. complete. (Measurements to be taken of the face areatimbered):






2.23 sqm

2.24 Extra rates for quantities of works, executed:

2.24.1 metre depth

2.24.2 metre depth

Note for item no. 2.24:-

2.25 cum

2.26 Extra for every additional lift of 1.5 m or part thereof in.

2.26.1 All kinds of soil. cum

2.26.2 Ordinary or hard rock. cum

2.27 cum

2.28

2.28.1 All kinds of soil. 100sqm

2.29

2.29.1 All kinds of soil. 100sqm

Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of

the timber permanently left to be measured)

In or under water and/or liquid mud, includingpumping out water as required.

In or under foul position, including pumping out water asrequired.

The extra percentage rate is applicable in respect of each item but limited to quantities of work executedin these difficult conditions. The unit, namely, metre

depth, to be considered for payment, shall be thedepth measured from the sub soil water level upto thecentre of gravity of the quantity executed in difficultconditions. The depth shall be reckoned correct to 0.1metre, 0.05 metre or more shall be taken as 0.1 metreand less than 0.05 metre ignored.

Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift

upto 1.5 m.

Supplying and filling in plinth with Jamuna sand underfloors including, watering, ramming consolidating anddressing complete.

Surface dressing of the ground including removingvegetation and in-equalities not exceeding 15 cm deep anddisposal of rubbish, lead upto 50 m and lift upto 1.5 m.

Ploughing the existing ground to a depth of 15 cm to 25 cmand watering the same.



2.30

2.30.1 All kinds of soil. each

2.30.2 Ordinary rock each

2.30.3 Hard rock (requiring blasting) each

2.30.4 Hard rock (blasting prohibited) each

2.31 100sqm

2.32 100sqm

2.33

2.33.1 Beyond 30 cm girth upto and including 60 cm girth each



2.33.4 Above 240 cm girth each

2.34

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre

2.35

2.35.1

2.35.1.1 sqm

Excavating holes upto 0.5 cum including getting out theexcavated soil, then returning the soil as required inlayers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, wateringetc, disposing of surplus excavated soil; as directed within alead of 50 m and lift upto 1.5 m.

Clearing jungle including uprooting of rank vegetation,grass, brush wood, trees and saplings of girth upto 30 cmmeasured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside theperiphery of the area cleared.

Clearing grass and removal of the rubbish upto adistance of 50 m outside the periphery of the areacleared.

Felling trees of the girth (measured at a height of 1 mabove ground level) including cutting of trunks andbranches removing the roots and stacking of serviceablematerial and disposal of unserviceable material.

Supplying chemical emulsion in sealed containers includingdelivery as specified.

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding thecost of chemical emulsion):

Along external wall where the apron is not provided usingchemical emulsion @7.5 litres / sqm of the vertical surfaceof the substructure to a depth of 300 mm includingexcavation channel along the wall & rodding etc. complete

With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.



2.35.2

2.35.2.1 sqm

2.35.3

2.35.3.1 sqm

2.35.4

2.35.4.1 metre

2.35.5 metre

2.36 cum

Along the external wall below concrete or masonry apronusing chemical emulsion @ 2.25 litres per linear metreincluding drilling and plugging holes etc.


Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with cementmortar 1 :2 (1 cement : 2 Coarse sand) to match theexisting floor:


Treatment of existing masonry using chemical emulsion @one litre per hole at 300 mm interval including drilling holesat 45 degree and plugging them with cement mortar 1:2 (1cement: 2 coarse sand) to the full depth of the hole:


Treatment at points of contact of wood work by chemicalemulsion Chlorpyriphos/ Lindane (in oil or kerosene basedsolution) @ 0.5 litres per hole by drilling 6 mm dia holes atdownward angle of 45 degree at 150 mm centre to centreand sealing the same.

Deduct for disposed soil not levelled and neatly dressed(against Item No. 2.6,&2.7)



Rs.

2073.60

157.55

99.45

1.75

6.45

101.85



152.60

252.20

325.25

103.40

162.65

272.95

332.45

70.45

115.05

179.65



1.33

3.40

100.20

248.10

285.50

152.75

378.20

435.25

180.85

447.85

515.35

1.04

2.59



69.80

72.20

77.60

71.60

76.70

82.00

62.40

65.15

68.15

923.05

35.20

36.70

39.10

30.40

32.75

35.80



21.50

23.20

25.80

463.65

20%

25%

45.70

18.90

33.85

301.50

512.10

512.40



54.30

82.85

152.10

181.85

263.90

135.65

81.70

359.80

1658.85

3330.20

174.30

6.75



10.45

48.70

7.60

79.80

13.85



Note : These rates are exclusive of water charges, overheads and contractor’s profit.

Code No Description Unit

3.1 Cement Mortar 1:1 (1 cement : 1 fine sand) cum

3.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum





3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum





3.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum

3.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum

3.14 Cement mortar 1:5 (1 cement : 5 marble dust). cum

3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum



3.18 Mud mortar cum



Rate Rs.

5055.70

3598.25

2870.00

2278.85

1960.55

1687.70

3864.25

3169.60

2578.45

2260.15

1987.30

3959.25

4054.25

2474.15

7590.25

6035.60

4068.15

156.85




4.1

4.1.1 cum

4.1.2 cum

4.1.3 cum

4.1.4 cum

4.1.5 cum

4.1.6 cum

4.1.7 cum

4.1.8 cum

4.1.9 cum

4.1.10 cum

4.1.11 cum

4.1.12 cum

4.1.13 cum

4.2

4.2.1 cum

4.2.2 cum

CEMENT CONCRETE (CAST-IN-SITU)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centring and shuttering -All workupto plinth level:

1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mmnominal size)

1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mmnominal size).

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize)




1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mmnominal size).

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size).

1:4:8 (1 Cement : 4 fine sand : 8 graded stone aggregate 40 mmnominal size).

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mmnominal size)

1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size)

1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand :9 graded stone aggregate 40 mm nominal size).

1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand :11 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete in retaining walls,return walls (any thickness) including attached pilasters,columns, piers, abutmets, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping bed blocks, anchorblocks, plain window sills, fillets etc upto floor five level,excluding the cost of centring, shuttering and finishing:


1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mmnominal size).



4.2.3 cum

4.2.4 cum

4.2.5 cum

4.2.6 cum

4.2.7 cum

4.3

4.3.1 Foundations, footings, bases for columns. sqm

4.3.2 sqm

4.3.3 Columns, piers, abutments, pillars, posts and struts. sqm

4.4

4.4.1 cum

4.4.2 cum

CEMENT CONCRETE (PRE-CAST)

4.5

4.5.1 cum

4.5.2 cum



1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize).

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominalsize).

1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominalsize).

Centering and shuttering including strutting, propping etc. Andremoval of form work for :

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

Providing and laying cement concrete in kerbs, steps andthe like at or near ground level excluding the cost of centring, shuttering and finishing.

1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size).


Providing and fixing upto floor five level precast cementconcrete string or lacing courses, copings, bed plates,anchor blocks, plain window sills, shelves, louvers, steps,stair cases, etc. including hoisting and setting in positionwith cement mortar 1:3 (1 Cement: 3 coarse sand), cost of required centering, shuttering and finishing smooth with6mm thick cement plaster 1:3 (1 Cement: 3 fine sand) onexposed surfaces complete.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal

size).

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize).



4.6

4.6.1 cum

4.7

4.7.1 cum

4.7.2 cum

4.8

4.8.1 cum

4.8.2 cum

4.9 each

DAMP- PROOF COURSE

4.10 sqm

Providing and fixing at or near ground level precast cementconcrete in kerbs, edgings etc. as per approved pattern andsetting in position with cement mortar 1:3 (1 Cement: 3coarse sand) including the cost of required centering,shuttering and finishing smooth with 6mm thick cementplaster 1:3 (1 cement: 3 fine sand) on exposed surfacescomplete.

1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size).

Providing and fixing upto floor five level precast cementconcrete solid block including hoisting and setting inposition with cement mortar 1:3 (1 cement: 3 coarse sand),cost of required centering, shuttering and finishing smoothwith 6mm thick cement plaster 1:3 (1 cement: 3 fine sand)on exposed surfaces complete :


size).1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize).

Providing and fixing upto floor five level precast cementconcrete hollow block including hoisting and setting inposition with cement mortar 1:3 (1 cement : 3 coarse sand),cost of required centering, shuttering and finishing smoothwith 6mm thick cement plaster 1:3 (1 cement: 3 fine sand)on exposed surfaces complete :


size).

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize).

Precasting and placing in position 125 mm dia Bollards 600mm high of required shape including providing M.S. PipeSleeve 50 mm dia 300 mm long in the Bollard and M.S.Pipes 40 mm dia and 450 mm long with 150xl50x6mm M.S.plate welded at bottom and embedded 150mm in cementconcrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) including necessary

excavation of size 250x250x450mm^deep for the same inbitumen/concrete pavement at specified spacing.

Providing and laying damp-proof course 40mm thick withcement concrete 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 12.5mm nominal size).



4.11 sqm

4.12

4.13 sqm

MISCELLANEOUS

4.14 cum

4.15

Note for item No. 4.15 :-

4.16 Extra for laying concrete in or under foul positions. Cum

4.17 sqm

Providing and laying damp-proof course 50mm thick withcement concrete 1:2:4 (1cement: 2 coarse sand : 4 gradedstone aggregate 20mm nominal size).

Extra for providing and mixing water proofing material incement concrete work @1 kg per 50 kg of cement.

per 50kgcement

Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg persquare metre on damp proof course after cleaning thesurface with brushes and finally with a piece of cloth lightlysoaked in kerosene oil.

Extra for concrete work in superstructure above floor V levelfor each four floors or part thereof.

Extra for laying concrete in or under water and/or liquidmud including cost of pumping or bailing out water andremoving slush etc. complete.

cum per meter depth

The quantity will be calculated by multiplying the depth measuredfrom the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckonedcorrect to 0.1m, 0.05m or more shall be taken as 0.1m and less than0.05m ignored.

Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate20 mm nominal size) over 75mm bed of dry brick ballast40mm nominal size well rammed and consolidated andgrouted with fine sand including finishing the top smooth.



Rate Rs.

4738.95

3629.80

3257.45

3194.10

2791.05

2713.05

2560.20

2449.00

2296.15

2237.75

2079.60

2388.45

2154.45

5060.60

3951.45



3579.10

3515.75

3112.70

3034.70

2881.85

119.25

180.40

238.40

3257.45

2791.05

4814.35

4345.85



4113.60

5560.35

5093.95

4840.40

4625.80

324.70

144.15



178.05

27.45

58.60

235.65

180.75

69.65

222.65



Description Unit

CAST-IN-SITU

cum

cum

cum

cum

cum

cum

cum

cum

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - Allwork upto plinth level:

1:1:2 (1 cement : 1 coarse sand : 2 graded stoneaggregate 20 mm nominal size)

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)


Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor fivelevel excluding cost of centring, shuttering, finishing andreinforcement :


1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)


Reinforced cement concrete work in beam s, suspendedfloors, roofs having slope upto 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centering, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size).

Providing and laying upto floor five level reinforcedcement concrete in kerbs, steps and the like excludingthe cost of centring, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size).



cum

cum

cum

cum

FORM WORK

sqm

sqm

sqm

Shelves (Cast in situ) sqm

sqm

Columns, Pillars, Piers, Abutments, Posts and Struts sqm

Stairs, (excluding landings) except spiral-staircases. sqm

Spiral staircases (including landing). sqm

Arches, domes, vaults up to 6 m span sqm

Extra for arches, domes, vaults exceeding 6 m span sqm

Chimneys and shafts sqm

Well steining sqm

Reinforced cement concrete work in arches, arch ribs,domes, vaults, shells, folded plate and roofs havingslope more than 15° upto floor five level excluding thecost of centering, shuttering, finishing andreinforcement with 1:2:4 (1 cement: 2 coarse sand: 4graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in chimneys, shafts,upto floor five level excluding the cost of centering,shuttering, finishing and reinforcement with 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nom inal size).

Reinforced cement concrete work in well-steiningexcluding the cost of centering, shuttering, finishingand reinforcement with 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in vertical andhorizontal fins individually or forming box louvers,facias and eaves boards upto floor five level excludingthe cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size).

Centering and shuttering including strutting, proppingetc. and removal of form for :

Foundations, footings, bases of columns, etc. Formass concrete.

Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies andaccess platform.

Lintels, beams, plinth beams, girders, bressumers andcantilevers.



sqm

sqm

sqm

Edges of slabs and breaks in floors and walls.

Under 20 cm wide metre

Above 20 cm wide sqm

Cornices and mouldings sqm

sqm

Weather shade, Chajjas, corbels etc., including edges. sqm

sqm

sqm

12 mm dia. & 100 mm length. each set



20 mm dia.& 225 mm length. each set

sqm

PRE – CAST R.C.C.

Vertical and horizontal fins individually or forming boxlouvers band, facias and eaves boards.

Extra for shuttering in circular work (20% of respectivecentering and shuttering items).

Small lintels not exceeding 1.5m clear span, mouldingas in cornices, window sills, string courses, bands,copings, bed plates, anchor blocks and the like.

Small surfaces such as cantilever ends, brackets andends of steps, caps and bases to pilasters and columnsand the like.

Suspended floors, roofs, landings, balconies and accessplatform, with water proof ply 12mm thick.

Lintels, beams, plinth beams, girders, bressumers andcantilevers, with water proof ply 12mm thick.

Providing and fixing tie bolt, spring coil and plastic conein wall shuttering complete as per the direction of Engineer-in-charge

Extra for additional height in centring, shuttering whereever required with adequate bracing, propping etc.including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional heightof 1 metre or part thereof (Plan area to be measured)

Suspended floors, roofs, landing, beams and balconies(Plan area to be measured).



cum

cum

cum

cum

Providing, hoisting and fixing upto floor five level precastreinforced cement concrete work in string courses,bands, copings, bed plates, anchor blocks, plain windowsills and the like including the cost of required centering,shuttering, finishing smooth sills and the like includingthe cost of required centring, shuttering, finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement: 3

fine sand) on exposed surfaces complete but excludingcost of reinforcement with 1:2:4 (1 cement: 2 coarsesand: 4 graded stone aggregate 20mm nominal size).

Providing, hoisting and fixing upto floor five levelprecast reinforced cement concrete in small lintelsnot exceeding 1.5m clear span upto floor five levelincluding the cost of required centering, shuttering andfinishing smooth with 6mm thick cement plaster 1:3 (1cement : 3 fine sand) on exposed surfaces but excluding

the cost of reinforcement with 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 20mm nominal-size).

Providing, hoisting and fixing upto floor five levelprecast reinforced cement concrete in mouldings as incornices, windows sills etc. including setting incement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing sm ooth with6 mm thick cement plaster 1:3 (1 cement : 3 fine sand)on exposed surfaces com plete but excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate 20 mm nom inal size).

Providing, hoisting and fixing upto floor five level precastreinforced cement concrete in lintels, beams andbressumers including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering andshuttering and finishing smooth with 6 mm thickcement plaster 1:3(1 cement: 3 fine sand) on exposed

surfaces but excluding the cost of reinforcement with1:2:4 (1 cement: 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).



cum

cum

50 mm thick

40 mm thick25 mm thick

ENCASING ROLLED STEEL SECTION

cum

cum

Providing, hoisting and fixing upto floor five level precastreinforced cement concrete in shelves including settingin cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neatcement punning on exposed surfaces but excluding thecost of reinforcement with 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 12.5mm nominal size).

Providing, hoisting and fixing upto floor five level precastreinforced cement concrete in vertical & horizontal finsindividually or forming box louvers setting in cementmortar 1:2 (1 cement : 2 coarse sand) including the costof required centering, shuttering and finishing smoothwith 6mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding thecost of reinforcement with 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 20 mm nominal size).

Providing precast cement concrete Jali 1:2:4 (1 cement:2 coarse sand : 4 graded stone aggregate 6mm nominalsize) reinforced with 1.6 mm dia mild steel wireincluding centering and shuttering, roughening cleaning,fixing and finishing in cement mortar 1:3 (1 cement: 3fine sand) etc. complete excluding plastering of the

jambs, sills and soffits.

100 sqm

100 sqm100 sqm

Encasing rolled steel sections, in beams and columns,with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4graded stone aggregate 12.5mm nominal size) includingcentering and shuttering complete but excluding cost of reinforcement.

Encasing rolled steel section in grillages with cementconcrete 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 12.5mm nominal size) includingcentering and shuttering but excluding cost of expandedmetal and hangers.



sqm

STEEL REINFORCEMENT

Mild steel and Medium Tensile steel bars. kilogram

Hard drawn steel wire kilogram

Cold twisted bars kilogram

Hot rolled deformed bars kilogram

Hard drawn steel wire fabric kilogram

Thermo-Mechanically Treated bars. kilogram

MISCELLANEOUS

sqm

sqm

kilogram

Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thickweighing 3.64 kg. per sqm. for encasing of rolled steelsections in beams, columns and grillages excluding costof hangers.

Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete upto plinth level.

Deduct for omitting in R.C.C. work smooth finishing of the exposed surface with 6mm thick cement mortar 1:3(1 Cement: 3 fine sand)

Extra for rendering smooth the top of suspended floors,landings and staircases (treads and risers) with cementmortar 1:2 (1 cement: 2 coarse sand) including a floatingcoat of neat cement and protecting the surface with alayer of 7.5 cm of earth laid over 15 mm of fine sand incase of suspended floor and bricks laid in mud mortar in

case of landings and steps including subsequentremoval and cleaning of the same.

Providing and fixing in position copper plate as perdesign for expansion joints.

Providing and filling in position, blown bitumen inexpansion joints.

per cm depth per cm width per 100m

Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and0.25 cubic metre of coarse sand for expansion joints.




150mm wide. metre

200mm wide. metre

Aluminium fluted strips 3.15mm thick.

150 mm wide. metre

200 mm wide. metre

metre

cum

Note For Item No. 5.31:-

cum

DESIGN MIX CONCRETE

Providing and fixing in position 12mm thick bitumenimpregnated fibre board conforming to IS: 1838including cost of primer, sealing compound in expansion

joints.


Providing and fixing sheet covering over expansion

joints with iron screws as per design to match thecolour /shade of wall treatment.

Non-asbestos fibre cement board 6 mm thick as perIS: 14862.

Add or deduct for plaster drip course/ groove in

plastered surface or moulding to R.C.C. projections.

Extra for laying reinforced cement concrete in or underwater and/ or liquid mud including cost of pumping orbailing out water and removing slush etc., complete.

The quantity will be calculated by multiplying the depth measuredfrom the subsoil water level up to the centre of gravity of theR.C.C. under subsoil water with the quantity of R.C.C. in cubicmetre executed under subsoil water. The depth of centre of gravityshall be reckoned correct to 0.1m, 0.05 m or more shall be takenas 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shutteringunder sub – sol water conditions.

Extra for laying reinforced cement concrete in orunder foul positions.



cum

cum

cum

cum

qunital

cum

Providing and laying in position machine batched,machine mixed and machine vibrated design mixcement concrete of specified grade for reinforcedcement concrete work including pumping of concrete tosite of laying but excluding the cost of centering,shuttering, finishing and reinforcement, includingAdmixtures in recommended proportions as per IS 9103

to accelerate, retard setting of concrete, improveworkability without impairing strength and durability asper direction of Engineer-in-charge. M-25 gradereinforced cement concrete by using 410kg. of cementper cum of concrete.

All work up to plinth level.

Add or deduct for providing richer or leaner mixesrespectively at all floor levels.

Providing M-30 grade concrete by using 420kg of

Cement per cum of concrete instead of M-25 gradeB.M.C./Rmc

Providing M-35 grade concrete by using 428kgofcement per cum of concrete instead of M-25 gradeB.M.C./R.M.C

Providing M-40 grade concrete by using 435kg of cement per cum of concrete instead of M-25 gradeB.M.C/R.M.C..

Deduct for using less cement than the quantity asprovided in the item of batch mix concrete/RMC as

arrived as per mix design.

Providing and placing in position precast reinforcedcement concrete waffle units square or rectangular asper design and shape for floors and roofs in 1:1 1/2:3 (1Cement: 1/2 coarse sand : 3 graded stone aggregate10mm nominal size) including flush or deep ruledpointing at joints in Cement mortar 1:2 (1 Cement : 2Fine sand), making necessary holes of required sizes forcarrying through service lines etc., providing steel hooksfor lifting etc, form work in precasting, handling,

hoisting, centering and erection complete for all floorlevels but excluding the cost of reinforcement



cum

cum

cum/km

Note:-

Providing and laying in position ready mixedconcrete manufactured in fully automatic batchingplant and transported to site of work in transitmixer for a lead upto 10kms having continuousagitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete workincluding pumping of R.M.C. from transit mixer to

site of laying , excluding the cost of centering,shuttering finishing and reinforcement including costof admix tures in recommended proportions as per IS : 91 03 to accelerate/ retard setting of concrete,improv e workability without impairing strength anddurability as per direction of the Engineer- in - charge.M-25 grade Reinforced cement concrete by using410kg of cement per cum of concrete. All works uptofloor plinth level.

Extra for R.C.C./ B.M.C/ R.M.C. work above floor Vlevel for each four floors or part thereof

Extra for carriage of R.M.C. beyond the initial lead of 10km.

Flyash conforming to grade I of IS: 3812 (Part – I) may be used as partreplacement of OPC provided uniform blending with cement isensured in accordance with clauses 5.2 and 5.2.1 of 15:456:- 2000in the items of BMC and RMC.



Rate Rs. Code No

5.1

4841.15 5.1.1

3732.00 5.1.2

3359.60 5.1.3

5.2

5201.50 5.2.1

4092.35 5.2.2

3720.00 5.2.3

3673.85 5.3

3502.85 5.4



3773.15 5.5

3760.85 5.6

3270.00 5.7

3928.75 5.8

5.9

119.25 5.9.1

180.40 5.9.2

187.35 5.9.3

187.35 5.9.4

162.65 5.9.5

238.40 5.9.6

204.00 5.9.7

182.70 5.9.8

514.70 5.9.9

259.60 5.9.10

180.40 5.9.11

147.00 5.9.12



285.55 5.9.13

20% 5.9.14

119.25 5.9.15

5.9.16

61.10 5.9.16.1

278.25 5.9.16.2

323.00 5.9.17

246.95 5.9.18

258.60 5.9.19

329.80 5.9.20

319.10 5.9.21

5.1

89.00 5.10.1

101.80 5.10.2

119.20 5.10.3

136.60 5.10.4

5.11

70.20 5.11.1



4880.15 5.12

6002.80 5.13

6725.35 5.14

5243.25 5.15



255.40 5.21

5.22

41.50 5.22.1

41.50 5.22.2

42.7 5.22.3

42.7 5.22.4

52.00 5.22.5

42.7 5.22.6

62.15 5.23

47.40 5.24

231.05 5.25

348.70 5.26

98.85 5.27



334.55 5.28

5.29

5.29.1

69.90 5.29.1.1

93.80 5.29.1.2

5.29.2

276.80 5.29.2.1

368.40 5.29.2.2

11.95 5.3

180.75 5.31

69.65 5.32



4147.40 5.33

5.34

54.55 5.34.1

98.20 5.34.2

136.40 5.34.3

528.15 5.35

9683.15 5.36



4356.50 5.37

92.90 5.38

20.90 5.39



Code No Description Unit Rate Rs.

6.1

6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 2293.40


6.2


6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). cum 2049.20

6.3

6.3.1 W ith F.P.S. bricks. cum 3195.10

6.3.2 With Modular bricks. cum 3001.25

6.4



6.5 cum 190.00

6.6 sqm 47.35

6.7 metre 89.50

6.8 sqm 214.85

Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:

Brick work with modular bricks of class designation 75 infoundation and plinth in:

Brick work with machine moulded perforated bricks of class designation 125 conforming to IS: 2222 -1991 insuperstructure above plinth level upto floor five level incement mortar 1:6(1 cement : 6 coarse sand):

Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in :

Extra for brick work in superstructure above floor V levelfor each four floors or part thereof by mechanical meansby lifting material using mobile crane.

Extra for forming cavity 5cm to 7.5cm wide in cavitywalls with necessary weep and vent holes including useof cores and cost of providing and fixing bitumasticcoated M .S. ties 300mm long of 25x3mm section at notless than 3 ties per sqm as per approved design.

Providing half brick masonry with F.P.S. bricks of classdesignation 75 in cement mortar 1:3 (1 Cement :

3coarse sand) in superstructure for closing cavity 5 to7.5 cm wide in cavity wall complete with 10 cm / 11.4cm wide bitumen felt type 3 grade 1.

Brick work 7 cm thick with F.P.S. brick of classdesignation 75 in cement mortar 1:3 (1 cement: 3coarse sand) in superstructure.



6.9 cum 3847.45

6.10 cum 4490.65

6.11 sqm 259.60

HALF BRICK MASONRY

6.12

6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 289.60

6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 270.35

6.13

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 322.00

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 302.80

6.14 sqm 16.85

6.15 sqm 47.80

BRICK TILE WORK

6.16


6.16.2 Cement mortar 1:6 (1 cement : 6 coarse sand). cum 3277.65

6.17 cum 3969.85

Brick work in plain arches in superstructure includingcentering and shuttering complete for span upto 6metres with F.P.S. brick of class designation 75 incement mortar 1:3(1 cement : 3 coarse sand).

Brick work in gauged arches in superstructure in cementmortar 1:3 (1 cement : 3 coarse sand) includingcentering and shuttering complete, for span upto 6meters with F.P.S. brick of class designation 75.

Extra for additional cost of centering for archesexceeding 6m span including all shuttering, bolting,wedging and removal (Area of the soffit to bemeasured).

Half brick masonry with F.P.S. bricks of class designation75 in foundation and plinth in:

Half brick masonry with F.P.S. bricks of class designation75 in superstructure above plinth level upto floor V levelin

Extra for half brick masonry in superstructure, abovefloor V level for every four floors or part thereof bymechanical means by lifting material using mobilecrane.

Extra for providing and placing in position 2 Nos. 6mmdia. M.S. bars at every third course of half brick masonry(with F.P.S. bricks)

Tile brick masonry with tite bricks of class designation100 in foundation and plinth in:

Tile brick masonry with machine moulded tile bricks of class designation 125 conforming to IS : 2690 (Part I)-1993 in foundation and plinth in cement mortar 1:6 (1cement: 6 coarse sand)



6.18 cum 3603.35

6.19 cum 235.65

6.20 cum 4876.55

6.21 cum 5484.40

6.22 sqm 212.10

HONEY COMB WORK

6.23 sqm 203.55

6.24 cum 180.75

NOTE :-

6.25 Extra for laying brick work in or under foul position. cum 69.65

EXPOSED BRICK WORK

Tile brick masonry with tile brick of class designation100 conforming to IS:2690(Part I)-1993 in superstructureabove Plinth level upto floor V level in cement mortar1:6 (1 cement :6coarse sand).

Extra for tile brick masonry with tile bricks of classdesignation 100 in superstructure above floor five levelfor every four floors or part thereof.

Tile brick m asonry with tite bricks of class designation100 in plain arch work in superstructure in cementmortar 1 : 4 ( 1 cement : 4 coarse sand) includingcentering and shuttering complete.

Tile brick masonry with tile bricks of class designation100 in gauged arch work in superstructure in cement

mortar 1:4 (1 cement: 4 coarse sand) includingcentering and shuttering complete.

Tile brick masonry work 5 cm thick with tile bricks of class designation 100 in cement mortar in 1:3 (1cement: 3 coarse sand) in superstructure.

Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar in 1:4 (1 cement :4 coarse sand)

Extra for laying brick work in or under water and/orliquid mud including cost of pumping or bailing outwater and removing slush etc. complete.

The quantity will be calculated by multiplying the depthmeasured from sub - soil water level upto the centre of gravity of brick work under sub - water with the quantityof brick work in cum executed under the sub - soil water.

The depth of cente of gravity shall be reckoned correct

to 0.1m, 0.05m or more shall be taken as 0.1 m and lessthan 0.05m ignored.



6.26 cum 2,165.60

6.27 cum 2,065.10

6.28 cum 2,432.75

6.29 cum 2,635.10

6.30 cum 2,902.45

6.31 cum 2,715.60

6.32

6.32.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 2,306.35


6.33 cum 235.65

Brick work with selected F.P.S. bricks of classdesignation 75 in exposed brick work including makinghorizontal and vertical grooves 10mm wide 12mm deepcomplete from ground level upto plinth level in cementmortar 1:6 (1 cement: 6 coarse sand)

Brick work with modular bricks of class designation 75 inexposed brick work including making horizontal andvertical grooves 10mm wide 12mm deep complete fromground level upto plinth level in cement mortar 1:6 (1cement: 6 coarse sand).

Brick work with machine moulded modular bricks of class designation 125 in exposed brick work includingmaking horizontal and vertical grooves 10mm wide12mm deep complete from ground level upto plinthlevel in cement mortar 1:6 (1 cement: 6 coarse sand).

Brick work with machine moulded F.P.S. bricks of classdesignation 125 in exposed brick work including makinghorizontal and vertical grooves 10mm wide 12 mm deepcomplete from ground level upto plinth level in cementmortar 1:6(1 cement: 6 coarse sand).

Brick work with machine moulded perforated F.P.S.bricks of class designation 125 conforming IS : 2222-1991 in exposed brick work including making horizontaland vertical grooves 10mm wide 12 mm deep complete

from ground level upto plinth level in cement mortar1:6(1 cement: 6 coarse sand).

Brick work with machine moulded perforated modularbricks of class designation 125 conforming to IS : 2222-1991 in exposed brick work including making horizontaland vertical grooves 10 mm wide 12mm deep completefrom ground level upto plinth level in cement mortar 1:6(1 cement: 6 coarse sand).

Brick work with clay flyash F.P.S. brick of class

designation 75 in superstructure above plinth level uptofloor five level in :

Extra for exposed brick work/clay flyash brick work insuperstructure above floor five level, for each four floorsor part thereof.



6.34


6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 2,283.30

6.35


6.35.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 3,013.55

6.36

6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) cum 3,048.75

6.37 cum 4,550.30

6.38 cum 3,348.40

6.39 cum 235.65

6.40 sqm 803.1

6.41 sqm 27.2

Brick work with modular fly ash lime bricks (FALGBricks) conforming to IS: 12894-2002, class designation100 average compressive strength in super structureabove plinth level upto floor V level in:

Brick work with modular calcium silicate bricks machinemoulded conforming to IS:4139-1989, class designation100 average compressive strength in super structureabove plinth level upto floor V level in :

Brick work with modular extruded burnt fly ash claysewer bricks (Conforming to IS: 4885 - 1988) in

foundation and plinth :

Brick work with modular extruded burnt fly ash claysewer bricks (conforming to IS : 4885-1988) in arches infoundation and plinth in cement mortar 1:3(1 cement: 3fine sand).

Providing and laying autoclaved aerated cement blocksmasonry with 100mm thick AAC blocks in superstructure above plinth level upto floor V level in cement

mortar 1:4 (1 cement : 4 coarse sand ) The rate includesproviding and placing in position 2 Nos. 6 mm dia M.S.bars at every third course of masonry work.

Extra for AAC block masonry in superstructure abovefloor V level for every four floors or part there of

Providing and laying Gypsum panel partitions 100mmthick with water proof Gypsum panels of size666x500x100mm, made of ‘calcite phosphor of Gypsum

fixed with tongue and groove, jointed with bondingplaster as per manufacturers specifications insuperstructure above plinth level upto floor V level.Gypsum blocks will have a minimum compressivestrength of 9.3 kg/sq cm

Extra for Gypsum panel Partitions in superstructureabove floor V level for every four floors or part thereof.



6.42

6.42.1 Cement mortar 1:4 (1 cement :4 coarse sand) cum 2,465.55

6.42.2 Cement mortar 1:6 (1 cement :6 coarse sand). cum 2,293.90

6.43 cum 235.65

6.44 metre 16.25

Brick work with mechanised autoclaved flyash limebricks conforming to I:S 12894 : 2002 of classdesignation 100 in superstructure above plinth levelupto floor V level in.

Extra for mechanised autoclave flyash lime bricksconforming to IS: 12894- 1990 of class designation 100in superstructure above floor V level for each four floorsor part thereof.

Brick edging 7cm wide 11.4cm deep to plinthprotection with bricks of class designation 75 includinggrouting with cement mortar 1:4(1 cement: 4 fine sand).




RANDOM RUBBLE MASONRY

7.1

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum

7.2 cum

7.3 cum

7.4 Extra for random rubble masonry with hard stone in :

7.4.1 Square or rectangular pillars cum

7.4.2 Circular pillars. cum

7.5 cum

COURSED RUBBLE MASONRY

7.6


7.7


7.8 cum

7.9 cum

7.10


7.10.2 Circular pillars. cum

Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand : 12 graded stone aggregate 20mm nominalsize) at plinth level with :

Extra for random rubble masonry with hard stone in superstructureabove plinth level and upto floor five level, including levelling upwith cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 gradedstone aggregate 20mm nominal size) at window sills, ceiling leveland the like.

Extra for random rubble masonry with hard stone in superstructureabove floor V level for every four floors or part thereof

Extra for random rubble masonry with hard stone curved on plan fora mean radius not exceeding 6 m.

Coursed rubble masonry (first sort) with hard stone in foundationand plinth with :

Coursed rubble masonry (second sort) with hard stone in foundation& plinth with:

Extra for coursed rubble masonry with hard stone (first orsecond sort) in superstructure above plinth level and upto floorfive level.

Extra for coursed rubble masonry with hard ston e (first orsecond sort) in superstructure above floor V level for every fourfloors or part thereof.

Extra for coursed rubble masonry with hard stone (first or secondsort) in :



7.11 cum

ASHLAR MASONRY

7.12

7.12.1 One face dressed.

7.12.1.1 Red sand stone cum

7.12.1.2 White sand stone cum

7.12.2 Both face dressed.

7.12.2.1 Red sand stone. cum

7.12.2.2 White sand stone cum

7.13

7.13.1 Red sand stone cum

7.13.2 White sand stone cum

7.14



7.15

7.15.1 Red sand stone.

7.15.1.1 One faced punched. cum

7.15.1.2 Double faced punched. cum

7.15.2 White sand stone.7.15.2.1 Single face punched. cum

7.15.2.2 Double faced punched. cum

7.16 cum

7.17 Extra for plain ashlar or ashlar punched in :


Extra for coursed rubble masonry with hard stone (first or secondsort) curved on plan for a mean radius not exceeding 6 m.

Stone work in plain ashlar in super structure upto floor five level incement mortar 1:6 (1 cement : 6 coarse sand) including pointingwith cement mortar 1:2 (1 white cement: 2 stone dust) with anadmixture of pigment matching the stone shade :

Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3

coarse sand) including centering, shuttering and pointing with whitecement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment matching the stone shade.

Stone work plain ashlar in domes in cement mortar 1:3 (1 cement: 3coarse sand) including centering, shuttering and pointing with whitecement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment matching the stone shade.

Stone work ashlar punched (ordinary) in superstructure upto floorfive level in cement mortar 1:6 (1 white cement: 6 coarse sand)including pointing with cement mortar 1:2 (1 white cement: 2 stonedust) with an admixture of pigment matching the stone shade.

Extra for stone work, plain ashlar or ashlar punched above floor Vlevel for every four floors or part thereof.



7.18 cum

7.19 sqm

SUNK, MOULDED, CARVED ASHLAR MASONRY

.7.20



7.21 Extra for stone work sunk or moulded or sunk and moulded or carved in :

7.21.1 Triangular or Square or rectangular pillars cum

7.21.2 Circular or polygonal pillars cum

7.22 Extra for stone work sunk or moulded in cornices.

MISCELLANEOUS STONE WORK

7.23

7.23.1 Red sand stone - exposed face fine dressed with rough backing.

7.23.1.1 70 mm thick. sqm



7.23.1.4 40 mm thick. sqm7.23.1.5 30 mm thick. sqm

7.23.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.

7.23.2.1 70 mm thick sqm




Extra for stone work; plain ashlar or ashlar punched curved on planwith a mean radius not exceeding 6 m.

Extra for additional cost of centring for arches exceeding 6m spanincluding all strutting, bolting, wedging etc. and removal (area of soffit to be measured),

Stone work sunk or moulded or sunk and moulded upto floor fivelevel in cement mortar 1:6 (1 cement: 6 coarse sand) includingpointing with white cement mortar 1:2 (1 white cement : 2 stonedust) with an admixture of pigment matching the stone shade :

per metre per cm girth

Stone work (machine cut edges) for wall lining etc. (veneer work)backing filled with a grout of 12mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing by meansof cramps which shall be paid for separately):




7.23.3 White sand stone - exposed face fine dressed with rough backing .





7.23.3.5 30 mm thick sqm7.23.4 White sand stone - Exposed face machine cut and table rubbed with rough backing.






7.24 cum

7.25 kilogram

7.26 each

7.27 each

7.28

7.28.1 Red sand stone:

7.28.1.1 With F.P.S Bricks sqm

7.28.2 White sand stone:

7.28.2.1 With F.P.S. bricks sqm

Extra for stone work (veneer work) curved on plan with amean radius not exceeding 6 m.

Providing and fixing stainless steel cramps of required size andshape for anchoring stone wall lining to the backing or securingadjacent stones in stone wall lining in cement mortar 1:2(1 cement:2 coarse sand) including making the necessary chases in stone andholes in walls wherever required.

Providing and fixing stone dowels 10x5x2.50 cm cut to doublewedge shape as per design in cement mortar 1:2 (1 cement: 2coarse sand) including making the necessary chases.

Providing and fixing copper pins 7.5 cm long 6 mm diameter forsecuring adjacent stones in stone wall lining in cement mortar 1:2(1cement: 2 coarse sand) including making the necessary chases.

Providing and fixing sloping chajja of stone 40 mm thick and upto80 cm wide beyond the wall as measured along the slope in cementmortar 1:4 (1 cement : 4 coarse sand) with 12mm diameteranchoring steel bar 45 cm long fixed in each stone and supportedon and including with bricks cove of class designation 75 in cementmortar 1:4 (1 cement : 4 coarse sand) including pointing in cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade:



7.29

7.29.1 Red sand stone sqm

7.29.2 White sand stone sqm

7.30 sqm

7.31 each

7.32



7.33



7.34

7.35 Extra for laying stone work in or under foul position. cum

Providing and fixing horizontal chajja of stone 40 mm thickand upto 80 cm projection in cement mortar 1:4 (1 cement: 4coarse sand) including pointing in white cement mortar 1:2 (1white cement: 2 stone dust) with an admixture of pigmentmatching the stone shade.:

30mm red sand stone sun-shade (chisel-dressed) supported onred sand stone brackets, fixed in walls with cement mortar 1:4(1cement: 4 coarse sand) including finishing complete.

Providing and fixing red sand stone brackets 55x22.5x45cm sunkand moulded including providing and fixing with 4 Nos. gun metalcramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm diaas per design.

Stone work, plain in copings, cornices, string courses and plinthcourses, upto 75mm thick in Cement mortar 1:6 (1 cement : 6coarse sand) including pointing with white cement mortar 1:2 (1white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade.

Providing and fixing stone jali 40mm thick throughout in cementmortar 1:3 (1 cement : 3 coarse sand) including pointing in whitecement mortar 1:2(1 white cement: 2 stone dust) with an admixture

of pigment, matching the stone shade, jali slab without anychamfers etc

Extra for laying stone work in or under water and/or liquid mudincluding cost of pumping or bailing out water and removing slushetc. complete.

cum/ mtr depth



7.36 sqm

7.37

7.37.1 Kota stone slabs exposed face dressed and rubbed.7.37.1.1 25 mm thick. sqm

7.38

7.38.1 8mm thick (mirror polished and machine cut edge)

7.38.1.1 Granite stone of any colour and shade. sqm

7.38.1.2 sqm

7.39 sqm

STONE WORK IN DRY CLADDING

7.40

7.40.1 Red sand stone. sqm


Wall lining butch work upto 10.00m height with Dholpur stone 40mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width including embeddingevery tenth layer and bottom most layer in masonry or concreteafter making necessary chases of size 75x75mm and byproviding layer of 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in

cement m ortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment to match the shade of stone complete as perdirection of Engineer-in-charge.

Stone work ( machine cut edges) for wall lining upto 10 m heightetc. (Veneer work) backing filled with a grout of 12mm thick cementmortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cementmortar 1:2 (1 cement : 2 stone dust) including rubbing andpolishing complete. (To be secured to the backing by means of cramps which shall be paid for separately)

Stone tile work for wall lining upto 10 m height with specialadhesive over 12mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) including pointing in white cement with an admixtureof pigment to match the stone shade.

Raj Nagar plain white marble/ Udaipur green marble/ Zebrablack marble.

Extra for stone work for wall lining on exterior walls of height morethan 10 m from ground level for every additional height of 3 m orpart there of.

Providing and fixing dry cladding upto 10 metre heights with 30mmthick gang saw cut stone with (machine cut edges) of uniformcolour and size upto lm x lm, fixed to structural steel frame workand/ or with the help of cramps, pins etc. and sealing the jointswith approved weather sealant as per Architectural

drawing and direction of Engineer-in-charge. (The steel framework, stainless steel cramps and pins etc. shall be paid forseparately.)



7.41 kilogram

7.42 each

Providing and fixing structural steel frame (for dry cladding with 30mm thick gang saw cut with machine cut edges sand stone) onwalls at all heights using M.S. square/rectangular tube in therequired pattern as per architectural drawing including cost of cutting, bending, welding etc. The frame work shall be supported inwall with the help of MS brackets/ lugs of angle iron/ flats etc. whichshall be welded to the frame and embedded in brick wall with

cement concrete block 1:2:4 (1 cement :2 coarse sand :4 gradedstone aggregate 20m m nominal size) of size 300x230x300mmincluding cost of necessary centering and shuttering and withapproved expansion hold fasteners on CC /RCC surface includingdrilling necessary holes. Approved steel work will be given apriming coat of “ZINC ” primer as approved by Engineer-in-chargeand painted with two or more coats of epoxy paint (Shop drawingsshall be submitted by the contractor to the Engineer-in-chargefor approval before execution). The frame work shall be fixed intrue horizontal & vertical lines/planes. (Only structural steel framework shall be measured for the purpose of payment, stainless steelcramps shall be paid for separately and nothing extra shall be paid.)

Providing and fixing adjustable stainless steel cramps of approvedquality and of required shape and size adjustable with stainlesssteel nuts bolts and washer (total weight not less than 260 gms) fordry stone cladding fixed on frame work at suitable location

including making necessary recesses in stone slab, drilling requiredholes etc complete as per direction of the Engineer-in-charge.



Rate Rs.

1,838.90

372.35

314.2

137.8

421.45

173.5

2,022.70

1,913.10

361.5

314.2

152.6

476.3



187.95

14,154.00

14,929.00

17,450.00

18,225.00

16,424.00

17,199.00

23,248.00

24,024.00

13,677.00

16,497.00

14,451.00

17,272.00

314

1,042.00



724

259.6

18,430.00

19,204.00

1,359.00

3,850.00

8.9

1,251.75

1,180.35

1,109.15

1,037.60966.2

1,568.20

1,496.85

1,425.65

1,354.10



1,282.70

1,305.95

1,226.85

1,147.90

1,068.45

989.45

1,622.45

1,543.30

1,464.40

1,384.90

1,305.90

1,042.00

529.5

21.25

20

643.7

675.6



395.3

423.15

418.5

1,346.80

18,406.00

19,181.00

3,668.80

3,694.40

180.75

69.65



802.15

724.95

1,043.75

894.95

40.75

1,323.40

1,382.35



77.8

272.5



each

sqm

Gunmetal cramps. kg

Stainless steel cramps. kg

Wedge expansion type

Fastener with threaded dia 6 mm. each



8mm thick.

sqm

Granite of any colour and shade. sqm

Extra for providing opening of required size & shape forwash basins/ kitchen sink in kitchen platform, vanitycounters and similar location in marble/Granite/stonework including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc.complete.

Mirror polishing on marble work/Granite work/stone workwhere ever required to give high gloss finish complete.

Providing and fixing cramps of required size & shapein RCC/ CC backing with cement mortar 1:2(1 cement :2 coarse sand) including drilling necessary hole in stonesand embedding the cramp in the hole (fastener to bepaid separately).

Providing and fixing expansion hold fasteners on C.C./R.C.C. surface backing including drilling necessaryholes and the cost of bolt etc complete.

Stone tile (polished) work for wall lining over 12mm

thick bed of cement mortar 1:3 (1 cement: 3 coarsesand) and cement slurry @ 3.3 kg/sqm including pointingin white cement complete.

Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble.

Providing and fixing stone slab table rubbed, edgesrounded and polished of size 75x50 cm deep and 1.8 cmthick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding thestone in the chase with epoxy grout or with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 6 mm nominal size) as per directionof Engineer-in-charge and finished smooth.



White Agaria Marble Stone. sqm

Granite Stone of approved shade. sqm



Rate Rs. Code No

8.1

8.1.1

1511.60 8.1.1.1

1562.50 8.1.1.2

8.2

8.2.1

1309.40 8.2.1.1

1358.15 8.2.1.2

8.2.2

2480.20 8.2.2.1

2575.10 8.2.2.2

8.3

57.90 8.3.197.60 8.3.2

106.80 8.4



151.00 8.5

94.20 8.6

8.7

500.65 8.7.1

529.50 8.7.2

8.8

8.8.1

16.40 8.8.1.1

18.95 8.8.1.2

32.00 8.8.1.3

8.9

8.9.1

805.55 8.9.1.1

1116.30 8.9.1.2

8.10



2274.45 8.10.1

2595.00 8.10.2



WOOD AND P.V.C WORK

Description Unit

FRAMES AND TRUSSES

Second class teak wood cum

Sal wood cum

Kiln seasoned and chemically treated Hollock wood. cum

cum

Sal wood cum


Second class teak wood cum

Sal wood cum


Second class teak wood

35 mm thick shutters sqm30 mm thick shutters sqm

Kiln seasoned and chemically treated Hollock wood.

35 mm thick shutters sqm


Note :- Wood work items may be substituted withavailable species of wood as per direction of Engineer-in-charge for which rates shall be derived from therelevant items.

Providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framedand fixed in position :

Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001( Part B) in factory made

frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position as perdirections of Engineer-in-charge.

Providing wood work in frames of false ceiling, partitionsetc. sawn and put up in position :

Extra for additional labour for circular works, such as inframes of fan light :

Providing and fixing panelled or panelled and glazedshutters for doors, windows and clerestory windowsincluding ISI marked black enamelled M.S butt hingeswith necessary screws excluding panelling which will bepaid for separately.



sqm

sqm

sqm

sqm

12 mm thick sqm

Second class teak wood

35 mm thick sqm

30 mm thick sqm

Kiln seasoned and chemically treated Hollock wood

35 mm thick sqm

30 mm thick sqm


5.5 mm thick instead of 4 mm thick. sqm

Plain particle board flat pressed, 3 layer or graded woodparticle board medium density Grade I, IS : 3087marked.

Veneered flat pressed three layer or graded woodparticle board with commercial veneering on both sidesconforming to IS:3097, grade I.

Prelaminated particle board with decorative laminationon one side and balancing lamination on other side,Grade I, Type II IS: 12823 marked.

Prelaminated particle board with decorative laminationon both sides, Grade I, Type II, IS: 12823 marked.

Providing and fixing panelling or panelling and glazing inpanelled or panelled and glazed shutters for doors,windows and clerestory windows (area of opening forpanel inserts excluding portion inside grooves orrebates to be measured). Panelling for panelled orpanelled and glazed shutters 25 mm to 40 mm thick.Coir veneer board (conforming to IS : 14842-2000):

Providing and fixing glazed shutters for doors, windowsand clerestory windows using 4 mm thick float glasspanes including black enamelled ISI marked MS butthinges with necessary screws.

Providing and fixing factory made laminated veneerlumber glazed shutter conforming to IS 14616 and TADS15:2001 (Part B), using 4mm thick float glass panes fordoors, windows and clerestory windows including ISImarked black enamelled M.S butt hinges with necessaryscrews as per directions of Engineer-in-charge

Extra for providing heavy sheet float glass panesinstead of ordinary float glass in glazed doors, windowand clereslory window shutters (Area of opening of



sqm

sqm

sqm

Stainless steel butt hinges with stainless steel screws :

sqm

sqm

Panelled or panelled & glazed shutters :

sqm

Glazed shutters :

sqm

Extra for providing frosted glass panes 4 mm thickinstead of ordinary float glass panes 4 mm thick indoors, windows and clerestory window shutters.(Area of opening for glass panes excluding portioninside rebate shall be measured).

Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick in doors,windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebateshall be measured).

Extra for providing ISI marked Stainless Steel butthinges instead of black enamelled M.S. butt hinges withnecessary screws. (Shutter area to be measured).

Deduct if fixed shutters (without hinges) are providedinstead of openable shutters for doors, windows orclerestory windows with :

For 2nd class teak wood and other inferior class of wood shutters.

Black enamelled M.S. butt hinges with necessaryscrews.

For 2nd class teak wood and other inferior class of

wood shutters.

Providing and fixing 25 mm thick shutters for cup boardetc. :

Second class teak wood including ISI markedanodised aluminium butt hinges with necessary screws.

Second class teak wood including ISI markedanodised aluminium butt hinges with necessary screws.

Providing and fixing flat pressed 3 layer particle boardmedium density exterior grade (Grade I) or graded woodparticle board IS : 3087 marked to frame, backing orstudding with screws etc. complete (Frames,backing or studding to be paid separately):



12 mm thick sqm

18 mm thick sqm

18 mm thick sqm

25 mm thick sqm

Panelled or panelled and glazed shuttersSecond class teak wood sqm

Glazed shutters

Second class teak wood sqm

sqm

sqm

sqm

sqm

sqm

Providing and fixing prelaminated flat pressed 3 layer(medium density) particle board or graded wood particleboard IS: 3087 marked with one side decorative andother side balancing lamination Grade I,Type II exterior

grade IS : 12823 marked in shelves with screws andfittings wherever required, edges to be painted withpolyurethene primer (fittings to be paid separately).

Providing and fixing 25 mm thick shutters for cupboardsetc. including ISl marked black enamelled M.S. butthinges with necessary screws :

Providing and fixing ISI marked flush door shuttersconforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hardwood and well matched teak 3 ply veneering withvertical grains or cross bands and face veneers on bothfaces of shutters.

35 mm thick including ISI marked Stainless Steel butthinges with necessary screws.


25 mm thick (for cupboard) including ISI marked nickelplated bright finished M.S.Piano hinges IS : 3818 markedwith necessary screws.

Providing and fixing ISI marked flush door shuttersconforming to IS: 2202 (Part I) non-decorative type, core

of block board construction with frame of 1st class hardwood and well matched commercial 3 ply veneeringwith vertical grains or cross bands and face veneers onboth faces of shutters:





Second class teak wood. sqm

Kiln seasoned and chemically treated Hollock wood. sqm


Kiln seasoned and chemically treated Hollock wood. sqm



MISCELLANEOUS – WOOD WORK

each

25 mm long each

32 mm long each

40 mm long each

50 mm long each

Providing and fixing 30mm thick wire gauge shuttersusing galvanised M.S. wire gauge of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors,windows and clerestory windows including ISImarked Stainless Steel butt windows and clerestorywindows including ISI marked Stainless Steel butthinges with necessary screws :

Providing and fixing 30mm thick wire gauze shuttersusing galvanised M.S. wire gauze of average width of aperture 1.4mm with wire of dia 0.63 mm for doors,windows and clerestory windows including ISl markedbright finished or /and black enamelled M.S. butt hingeswith necessary screws :

Providing and fixing wire gauze laminated veneerlumber shutters conforming to IS :14616, and as per

TADS 15 :2001 (Part B) using galvanised wire gauzewith average width of aperture 1.4mm in both directionswith wire of dia 0.63mm as per IS : 1568 for doors,windows and clerestory windows including ISI markedbright finished or/ and black enamelled M.S. butt hingeswith necessary screws as per directions of Engineer-in-charge:

Providing 50x50x50mm 2nd class teak wood plugsincluding cutting brick work and fixing in cement mortar1:3 (1 cement: 3 fine sand) and making good the wallsetc.

Providing and fixing expandable fasteners of specified

size with necessary plastic sleeves and galvanised M.S.screws including drilling holes in masonry work/CC/R.C.C. and making good etc. complete.



2nd class teak wood

50x12 mm metre

50 x 20 mm metreHollock wood

50x12 mm metre

50x20 mm metre


metre

metre

Non decorative veneer on both sides. metre

Particle board with decorative veneering on both sides. metre

metre

Providing and fixing wooden moulded beading to doorand window frames with iron screws, plugs and primingcoat on unexposed surface etc. complete :

Providing and fixing plain jaffri of 35x10 mm lathsplaced 35 mm apart (frames to be paid separately)including fixing 50x12 mm beading complete with :

Providing and fixing 18 mm thick, 150 mm wide pelmet

of flat pressed 3 layer or graded wood particle boardmedium density grade I, IS : 3087 marked including topcover of 6 mm commercial ply wood conforming to IS:303 BWR grade, nickel plated M.S. pipe 20 mm dia( heavy type ) curtain rod with nickel plated bracketsincluding fixing with 25x3 mm M.S. flat 10 cm long andrawl plugs 50 mm long (designation 10 no.) etc allcomplete

Providing and fixing 18 mm thick, 150 mm wide pelmetof coir veneer board ISI marked IS : 14842 - 2000,

including top cover of 6 mm coir veneer board, nickelplated M.S. Pipe 20 mm dia (heavy type) curtain rodwith nickel plated brackets including fixing with 25x3mm M.S. Flat 10 cm long and rawl plug 50 mm long(designation 10 No.) etc., all complete

Extra for using veneered particle board conforming to IS3097 Grade I, in item of pelmet 18mm thick 150mmwide.

Providing and fixing teak wood lipping of size 25x3 mmin pelmet.



each

Sal wood. cum

Hollock wood. cum

BRIGHT FINISHED M.S. FITTINGS

125x65x2.12 mm each100x58x1.90 mm each

75x47x1.70 mm each

50x37x1.50 mm each

125x90x4.00 mm each

100x75x3.50 mm each

75x60x3.10 mm each

50x40x2.50 mm each

Note: -

COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED ASPER IS: 1378)

125x65x2.12 mm each

100x58x1.90 mm each75x47x1.70 mm each

50x37x1.50 mm each

150x125x27x2.80 mm each

Providing 40x5 mm flat iron hold fast 40 cm longincluding fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embedding in cementconcrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominalsize)

Providing beams including hoisting, fixing in positionand applying wood preservative for the unexposedsurfaces, etc. complete with :

Providing and fixing ISI marked M.S. pressed butthinges bright finished with necessary screws etc.complete :

Providing and fixing IS : 1341 marked M.S. heavy weightbutt hinges with necessary screws etc. complete :

In coastal areas, M.S. heavy weight butt hinges or stainless steelhinges shall be used.

Providing and fixing ISI marked oxidised M.S. pressedbutt hinges with necessary screws etc. complete.

Providing and fixing ISI marked oxidised M.S. pressedParliamentary hinges with necessary screws etc.complete :



125x125x27x2.80 mm each

100x125x27x2.80 mm each

75x100x20x2.24 mm each

150 mm each

125 mm each

100 mm each

150 mm each

125 mm each

100 mm each

Overall width 35 mm. metre



300x16 mm each

250x16 mm each

250x10 mm each

200x10 mm each

150x10 mm each

100x10 mm each

each

300x20x6 mm each

Providing and fixing ISI marked oxidised M.S. singleacting spring hinges with necessary screws etc.

complete :

Providing and fixing oxidised M.S. double acting springhinges with necessary screws etc. complete.

Providing M.S. Piano hinges ISI marked IS : 3818 finishedwith nickel plating and fixing with necessary screws etc.,complete.

Providing and fixing ISI m arked oxidised M.S.slidingdoor bolts with nuts and screws etc. complete

Providing and fixing ISI marked oxidised M.S. tower boltblack finish, (Barrel type) with necessary screws etc.complete :

Providing and fixing ISI marked 85x42mm oxidised M.S.

pull bolt lock conforming to IS : 7534 with necessaryscrews bolts, nut and washers etc. complete.

Providing and fixing ISI marked oxidised M.S. doorlatches conforming to IS:5930 with screws etc. complete:



250x20x6 mm each

125 mm each

100 mm each75 mm each

150 mm each

115 mm each

90 mm each

300 mm weighing not less than 200 gms. each



each

STAINLESS STEEL FITTINGS

125x64x1.90 mm each

100X58X1.90 mm each

75x47x1.80 mm each

50x37x1.50 mm each

125x64x2.50 mm each

100x60x2.50 mm each

75x50x2.50 mm each

BRASS FITTINGS

Providing and fixing ISI marked oxidised M.S. handlesconforming to IS:4992 with necessary screws etc.complete :

Providing and fixing oxidised M.S. hasp and staple(safety type) conforming to IS : 363 with necessaryscrews etc. complete :

Providing and fixing oxidised M.S. casement stays

(straight peg type) with necessary screws etc.complete.

Providing and fixing oxidised M.S. Safety chain withnecessary fixtures for doors. (Weighing not less than450 gms.)

Providing and fixing IS : 12817 marked stainlesssteelbutt hinges with stainless steel screws etc. complete :

Providing and fixing IS : 12817 marked stainless steelbutt hinges (heavy weight) with stainless steel screws

etc. complete :

Providing and fixing bright finished brass butthinges with necessary screws etc. complete :



125x85x5.5 mm (heavy type) each

125x70x4 mm (ordinary type) each

100x85x5.5 mm (heavy type) each

100x70x4 mm (ordinary type) each

75x65x4 mm (heavy type) each

75x40x2.5 mm (ordinary type) each

50x40x2.5 mm (ordinary type) each

150x125x27x5 mm each



75x100x20x3.2 mm each

250x10 mm each

200x10 mm each

150x10 mm each

100x10 mm each

300x16x5 mm each

250x16x5 mm each

each

each

each

Providing and fixing bright finished brass parliamentaryhinges with necessary screws etc. complete :

Providing and fixing bright finished brass towerbolts(barrel type)with necessary screws etc. complete :

Providing and fixing bright finished brass door latchwith necessary screws etc. complete :

Providing and fixing bright finished brass 100 mmmortice latch and lock with 6 levers and a pair of leverhandles with necessary screws etc. complete (bestmake of approved quality).

Providing and fixing bright finished brass 100 mmmortice latch with one dead bolt and a pair of leverhandles with necessary screws etc. com plete (bestmake of approved quality).

Providing and fixing bright finished brass night latchincluding necessary screws etc. complete (best make of approved quality).

Providing and fixing special quality bright finished brasscupboard or ward robe locks with four levers includingnecessary screws etc. complete (best make of approvedquality):



40 mm each

50 mm each

65 mm each

75 mm each

each

125 mm each

100 mm each

75 mm each

each

each

each

each

300 mm weighing not less than 330 gms each



150 mm each

115 mm each

90 mm each

Providing and fixing 50 mm bright finished brass cup

board or wardrobe knob with necessary screws (bestmake of approved quality)

Providing and fixing bright finished brass handles withscrews etc. complete :

Providing and fixing bright finished brass hanging typefloor door stopper with necessary screws, etc. complete.

Providing and fixing IS : 3564 marked Aluminium diecast body tubular type universal hydraulic door closerwith necessary accessories and screws etc. complete.

Providing and fixing IS : 3564 marked aluminiumextruded section body tubular type universal hydraulicdoor closer with double speed adjustment withnecessary accessories and screws etc. complete.

Providing and fixing bright finished brass casementwindow fastener with necessary screws etc. complete.

Providing and fixing bright finished brasscasement stays(straight peg type) with necessary screws etc.complete :

Providing and fixing bright finished brass hasp andstaple (safety type) with necessary screws etc.complete:



CHROMIUM PLATED BRASS FITTINGS

each

each

Size 40 mm each

Size 50 mm each

Size 65 mm each

Size 75 mm each

each

125 mm each

100 mm each

75 mm each

each




Providing and fixing chromium plated brass 100 mmmortice latch and lock with 6 levers and a pair of leverhandles with necessary screws etc. complete (bestmake of approved quality).

Providing and fixing chromium plated brass night latchincluding necessary screws etc. complete (Best make of approved quality).

Providing and fixing special quality chromium platedbrass cupboard locks with six levers includingnecessary screws etc. complete (Best make of approved quality) of :

Providing and fixing chromium plated brass 50 mmcupboard or wardrobe knobs with nuts complete.

Providing and fixing chromium plated brass handles withnecessary screws etc. complete:

Providing and fixing chromium plated brasscasement window fastener with necessary screws etc.complete.

Providing and fixing chromium plated brass casementstays (straight peg type) with necessary screws etc.complete :

ANODISED ALUMINIUM FITTINGS (ALL FITTINGSSHALL BE ISI MARKED)

Providing and fixing ISI marked aluminium butt hingesanodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour orshade with necessary screws etc. complete:



125 mm each

100 mm each75 mm each

Single rubber stopper each

Twin rubber stopper each

each

each

metre

GYPSUM BOARD PARTITIONS

Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour orshade with necessary screws etc. complete :

Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic coating not lessthan grade AC 10 as per IS : 1868) transparent or dyedto required colour and shade with necessary screws etc.complete.

Providing and fixing aluminium casement stays ISImarked anodised (anodic coating not less than grade AC10 as per IS : 1868) transparent or dyed to requiredcolour and shade with necessary screws etc. complete.

Providing and fixing bright finished brass 100 mmmortice latch and lock ISI marked with six levers and apair of anodised (anodic coating not less than grade AC10 as per IS : 1868) aluminium lever handles withnecessary screws etc. complete (Best make of approved

quality).

Providing and fixing aluminium tee channels (heavyduty) with rollers, stop end in pelmets as curtain rod.



sqm

sqm

sqm

sqm

125x34x24 mm weighing not less than 23 gms. each

150x34x24 mm weighing not less than 26 gms. each

Providing and fixing partition upto ceiling heightconsisting of G.I. frame and required board includingproviding and fixing of frame work made of specialsection power pressed/ role form G.I. sheet with zinccoating of grade 175 consisting of floor and ceilingchannel 50mm wide having equal flanges of 32mm and0.55mm thick fixed to the floor and ceiling at the

spacing of 610mm centre to centre with dash fastenerof 12.5mm dia-meter,40mm length and the studs 48mmwide having one flange of 34mm and other flange36mm and 0.55mm thick fixed vertically within flangesof floor and ceiling channel and placed at a spacing of 610mm centre tocentre by 6mm dia bolts and nuts atboth ends of partition fixed flush to wall with rawl plugsat spacing 450mm centre to centre and fixing of boardsto either side of frame work by 25mm drive all screwson studs, floor and ceiling channels at the spacing of 300mm centre to centre, including jointing and finishingto a flush finish with recommended jointing compound,

jointing tape, joint finisher and two coats of primersuitable for board as per manufacture’s specificatior anddirection of engineer-in-charge all complete.

67mm overall thickness partition with 8.5 mm thickdouble skin Glass reinforced Gypsum (GRG) boardconforming to IS: 2095: part III

75mm overall thickness partition with 12.5mm thickdouble skin plain Gypsum board conforming to IS: 2095:part I

66mm overall thickness Partition with 8mm thick doubleskin Calcium Silicate Board made with Calcareous &

Siliceous materials reinforced with cellulose fibermanufactured through autoclaving process withCompressive Strength 225 kg/sq.cm, Bendingstrength 100kg/sq.cm.

66mm overall thickness partition using 8mm thickdouble skin non- asbestos multipurpose cement boardreinforced with cellulose fibre manufactured throughautoclaving process (High pressure steam cured) as perIS: 14862, with suitable fibre cement screw.

Providing and fixing PTMT handles with necessaryscrews etc. complete.

Providing and fixing PTMT Butt hinges withnecessary screws etc. complete.



Double strip (horizontal type) each

One set

each

Extruded section profile size 48x40 mm. metre

Extruded section profile size 42x50 mm. metre

Providing and fixing to existing door frames.

Providing and fixing powder coated telescopic drawerchannels 300mm long with necessary screws etc.complete as per directions of Engineer-in-charge.

Providing and fixing sliding arrangement in racks/cupboards/cabinets shutter by P/F stainless steel rollersto run inside C or E aluminium channel section (Thepayment of C or E channel shall be made separately)

Providing and fixing factory made UPVC door framemade of UPVC extruded, section having an overalldimension, as below (tolerance +/- 1mm) with wallthickness 2.0mm+/- 02mm. corners of the door frame tobe jointed with galvanized brackets and stainless steelscrews, joint mitred and plastic welded. The hinge sidevertical of the frames reinforced by galvanized M.S. tubeof size 19X19mm and 1 mm +/- 0.1 mm wall thicknessand 3 nos. stainless steel hinges fixed to the framecomplete as per manufacturers specification anddirection of Engineer-in-charge



sqm

sqm

24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24mm and wall thickness 2 mm ± 0.2 mm with inbuiltedging on both sides. The styles and rails mitred and

joined at the corners by means of M.S.galvanised/plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The

styles of the shutter reinforced by inserting galvanisedM.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wallthickness. The lock rail made up of’H’ section, a UPVChollow section of size 100x24 mm and 2 mm ± 0.2 mmwall thickness fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter framefilled with a UPVC multi-chambered single panel of sizenot less than 620 mm, having over all thickness of 20mm and 1 mm ± 0.1 mm wall thickness . The panelsfilled vertically and tie bar at two places by insertinghorizontally 6 mm galvanised M.S. rod and fastenedwith nuts and washers, complete as per manufacturer’s

specification and direction of Engineer-in-charge. (ForW.C. and bathroom door shutter).

30mm thick factory made Polyvinyl Chloride (PVC) doorshutter made of styles and rails of a UPVC profile sectionof size 30mm x 60mm and wall thickness 2mm ±0.2mmwith inbuilt decorative moulding edging on one side.

The styles and rails with plastic brackets of size75x220mm mitre and welded at the corners. The- stilesof the shutter reinforced by inserting galvanized M.S.tube of size 25x20mm and 1mm ± 0.1mm wall

thickness. The lock rail made up of ‘H’ section, a UPVCprofile section of size 30mm x 100mm and2mm±0.2mm wall thickness welded to the shutter stylewith a UPVC profile section single panel of size not lessthan 620mm, having overall thickness of 20 mm and 1mm±0.1 mm wall thickness with 20 mm panel beadingof suitable size /Glass(4mm thick plain glass)/louversection, louver frame of suitable size, as permanufactures specification and direction of Engineer-in-charge. (For W.C. and bathroom door Shutter)



sqm

metre

Providing and fixing to existing door frames.

25mm thick PVC flush door shutters upto 737mm widthof colour and shade as approved by Engineer-in-chargemade out of a one piece Multi chamber extruded PVCsection of the size of 762mm X 25mm or less as perrequirement with an average wall thickness of 1mm ±0.3mm. PVC foam end cap of size 23x10mm areprovided on both vertical edges to ensure the overall

thickness of 25mm. An MS tube having dimensions19mm x 19mm is inserted along the hinge side of thedoor. Core of the door shutter should be filled with HighDensity Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size25mm X 11mm. Door shutter shall be reinforcedwith special polymeric reinforcem ents as permanufactures’ specification and drawing to take upnecessary hardware and fixtures. Stickers indicatingthe locations of hardware will be pasted at appropriateplaces

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made outof extruded 5mm rigid PVC foam sheet mitred at cornersand joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, thevertical door profiles tobe reinforced with 19x19mm M.S. square tube of 19gauge, EPDM rubber gasket weather seal to be providedthrough out the frame. The door frame to be fixed to thewall using M.S. screws of 65/100mm size complete asper manufacturers specification and direction of

Engineer-in-Charge.



sqm

sqm

30mm thick factory made solid panel PVC door shutterconsisting of frame made out of M.S. tubes of 19 gaugethickness and size of 19mm x 19mm for stiles, top &bottom rails. M.S .frame shall have a coat of steelprimers of approved make and manufacture M.S. framecovered with 5mm thick heat moulded PVC ‘C channelof size 30mm thickness, 110mm width out of which

90mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming stiles; and 5mmthick, 110mm wide PVC sheet out of which 90mm shallbe flat and 20mm shall be tapered on the inner side toform top and bottom rail and 130mm wide PVC sheetout of which 90mm shall be flat and 20mm shall betapered on both sides to form lock rail. Top bottom andlock rails shall be provided either side of the panel.10mm (5mm x2) thick, 20mm wide cross PVC sheetshall be provided as gap insert for top rail & bottom rail.Panelling of 5mm thick PVC sheet to be fitted in the M.S.frame welded/sealed to the stiles & rails with 7mm

(5mm +2mm) thick x 15mm wide PVC sheet bending oninner side, and joined together with solvent cem entadhesive. An additional 5mm thick PVC strip of 20mmwidth is to be stuck on the interior side of the ‘CChannel using PVC solvent adhesive etc. complete asper direction of Engineer-in-charge, manufacture’sspecification & drawing.

30mm thick factory made solid panel PVC door shutter

consisting of frame made out of M.S. tubes of 19 gaugethickness and size of 19mm x 19mm for stiles, top &bottom rails. M.S .frame shall have a coat of steelprimers of approved make and manufacture M.S. framecovered with 5mm thick heat moulded PVC ‘C channelof size 30mm thickness, 70mm width out of which50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming stiles; and 5mmthick, 70mm wide PVC sheet out of which 50mm shallbe flat and 20mm shall be tapered on the inner side toform top and bottom rail and 95mm wide PVC sheet outof which 75mm shall be flat and 20mm shall be tapered

on both sides to form lock rail. Top bottom and lock railsshall be provided either side of the panel. 10mm (5mmx2) thick, 20mm wide cross PVC sheet shall be providedas gap insert for top rail & bottom rail. Panelling of 5mmthick PVC sheet to be fitted in the M.S. framewelded/sealed to the stiles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet bending on innerside, and joined together with solvent cem entadhesive. An additional 5mm thick PVC strip of 20mmwidth is to be stuck on the interior side of the ‘CChannel using PVC solvent adhesive etc. complete as



sqm

sqm

Marine plywood conforming to IS: 710 sqm

Fire retardant plywood conforming to IS: 5509 sqm

1.5 mm thick. sqm

1.0 mm thick. sqm

Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellularstructure having smooth outer integral skin having71mm width & 28mm thick as vertical & horizontalstyles. Joints are made using solvent adhesive and GI ‘Csections (39mm x 19mm x 0.6mm thick) or M S pipe(40mm x20mm ) stiffener frame insert & telescopic

polymeric ‘L’ corners .The panel shall be filled with3mm thick high - pressure compact laminate as permanufacturer’s specifications and directions of theEngineer-in-charge, cover moulding shall be providedfor covering fixing screws and elegant look.( for W.C.bathroom door shutter).

Providing and fixing PVC rigid foam sheet 1mm thickon existing door shutters (bathroom and W.C. doors)using synthetic rubber based adhesive.

Providing and fixing 12mm thick panelling or panellingand glazing in panelled or panelled and glazed shuttersfor doors, windows and clerestory windows (area of opening for panel inserts excluding portion insidegrooves or rebates to be measured). Panelling forpanelled or panelled and glazed shutters 25mm to40mm thick.

Providing & Fixing decorative high pressure laminatedsheet of plain / wood grain in gloss / matt / suede finishwith high density protective surface layer and reverseside of adhesive bonding quality conforming to IS : 2046

Type S including cost of adhesive of aproved quality



sqm

sqm

sqm

With non decorative veneering on both sides. sqm

Providing and fixing factory made Fibreglass Reinforcedplastics (F.R.P.) chajja 4mm thick of required colour, sizeand design made by Resin Transfer Moulding (RTM)Machine Technology, resulting in void free compactlaminate in single piece, having smooth gradual slopecurvature for easy drainage of water and dulyreinforced by 50x2mm thick M.S. flat with 12mm in built

hole for grouting on the existing wall along with theflanges duly inserted and sealed in the wall complete inone single piece casted monolithically, including allnecessary fittings . The FRP Chajja should bemanufactured using unsaturated Polyester resin as perIS: 11551 complete with protective Gelcoat U/V coatingon Top for complete resistance from the extreme of temperature, weather & sunlight,

Providing and fixing cup board shutters 25mm thick,with prelaminated flat pressed three layer particle boardor graded wood particle board IS: 12823 markedexterior grade (Grade 1 Type II) having one sidedecorative lamination and other side balancinglamination including Ilnd class teak wood lipping of 25mm wide xl2 mm thick with necessary screws andbright finished stainless steel piano hinges completeas per direction of the Engineer-in-Charge

Providing and fixing cup board shutters with 25mm thickveneered particle board IS : 3097 marked exterior grade(Grade I) of approved make including Ilnd class teakwood lipping of 25mm wide x 12 mm thick withnecessary screws and bright finished stainless steelpiano hinges complete as per direction of Engineer-in-Charge.

With decorative veneering on one side and commercialveering on other side.



sqm

kg

10mm thick. sqm

Providing and fixing factory made prelaminated particleboard flat pressed three layer or graded wood particleboard with one side decorative finish and other sidebalancing lamination conforming to IS: 12823 Grade 1

Type II, of approved design, and edges sealed withwater resistant paint and lipped with aluminium ‘U’type edge beading alround the shutter, including

fixing with angle cleat, grip strip, cadmium platedsteel screws including fixing of aluminium hinges100x63x4 mm etc. complete as per architecturaldrawing and direction of Engineer-in-Charge (Cost of’U’beading and hinges will be paid for separately).

Providing and fixing aluminum U beading of requiredsize to prelaminated /flush door shutter including fixingetc. complete as per direction of Engineer-in-charge.

Providing and fixing, in position concealed G.I. sectionfor wall panelling using board of required thickness fixedon the ‘W profile (0.55mm thick ) having a knurled webof 51.55mm and two flanges of 26mm each with lips of 10.55 mm placed @610mm C/C in perimeter channelhaving one flange of 20mm and another flange of 30mmwith thickness of 0.55mm and web of length 27mm.Perimeter channel is fixed on the floor and the ceilingwith the nylon sleeves @ 610mm C/C with fully threadedself-tapping drive all screws. B oard is fixed to the

‘Wprofile with 25 mm countersunk ribbed head screws@ 200mm C/C, all complete as per the drawing &directions of engineer-in-charge the joints of the boardsare finished with specially formulated jointing compoundand 48mm wide fiber tape to provide seamless finish.

Tapered edge calcium silicate board made withcalcareous & siliceous materialsreinforced with cellulosefiber manufactured through autoclaving process to givestable crystalline structure, Non combustible & spread

of Flame (as per BS standard 476 Part IV & VII), Water, Termite & Fungus resistant, compressive strength 225kg/sq.cm, Bending strength 100 kg/sq.cm.



8 mm thick. sqm

Gypsum board conforming to IS: 2095 - 1996: Part - I .

12.5 mm thick. sqm

Non -asb estos mult ipupose cement boardreinforced with cellulose fibre manufactured throughautoclaving process (high pressure steam cured) as perIS 14862 non combustible , non ignitable, firepropagation index and surface spread of flame (as perBS 476 part IV, V, VI, and VII) moisture , termite &fungus resistant with suitable fibre cement screw.



Rate Rs. Code No

9.1

52090.00 9.1.1

30511.95 9.1.2

31339.45 9.1.3

69044.20 9.2

9.3

29107.80 9.3.1

29777.30 9.3.2

9.4

5208.90 9.4.1

3051.40 9.4.2

3134.15 9.4.3

9.5

9.5.1

1373.65 9.5.1.11219.10 9.5.1.2

9.5.2

899.70 9.5.2.1

810.90 9.5.2.2



9.6

1877.20 9.6.1

2014.25 9.6.2

1960.80 9.6.3

9.7

1075.60 9.7.1

711.25 9.7.2

9.7.3

1121.60 9.7.3.1

1077.05 9.7.3.2

9.7.4

971.85 9.7.4.1

9.7.5



518.35 9.7.5.1

740.20 9.7.5.2

985.70

1027.30 9.7.5.4

9.8

920.50 9.8.1

9.9

9.9.1

9.9.1.1

1718.30 9.9.1.2

9.9.2

1178.60 9.9.2.1

1077.05 9.9.2.2

9.10

1633.25 9.10.1

9.11

106.85 9.11.1

9.7.5.3



10.45 9.12

102.20 9.13

83.80 9.14

9.15

9.15.1

112.60 9.15.1.1

9.15.2

28.80 9.15.2.1

9.16

9.16.1

1360.90 9.16.1.1

9.16.2

1393.90 9.16.2.1

9.17



364.95 9.17.1

418.40 9.17.2

9.18

935.95 9.18.1

1009.70 9.18.2

9.19

9.19.11312.95 9.19.1.1

9.19.2

1387.10 9.19.2.1

9.20

1473.50 9.20.1

1415.45 9.20.2

1317.65 9.20.3

9.21

929.95 9.21.1

904.40 9.21.2



9.29

1422.15 9.29.1

1013.85 9.29.2

9.30

1365.70 9.30.1

957.50 9.30.2

9.31

1.677.40 9.31.1

1470.65 9.31.2

10.15 9.32

9.33

9.40 9.33.1

11.15 9.33.2

13.45 9.33.3

15.80 9.33.4



9.34

2608.30 9.34.1

1683.40 9.34.2

1360.95 9.34.3867.70 9.34.4

9.35

869.70 9.35.1

1024.30 9.35.21099.65 9.35.3

9.36

54377.30 9.36.1

9.37

577.40 9.37.1

556.50 9.38

9.39

1150.35 9.39.1

1225.70 9.39.2



9.4

9.40.1

53.85 9.40.1.1

75.10 9.40.1.29.40.2

40.05 9.40.2.1

52.10 9.40.2.2

9.41

890.00 9.41.1

208.70 9.42

309.20 9.43

9.44

18.95 9.44.1

68.00 9.44.2

26.60 9.45



9.46

163.40 9.46.1

187.80 9.46.2299.30 9.46.3

9.47

69.90 9.47.1

76.85 9.47.2

9.48

59.25 9.48.1

64.40 9.48.2

523.15 9.49

657.95 9.50

9.51

443.80 9.51.1

291.95 9.51.2

72.00 9.52



61.50 9.53

9.54

28335.90 9.54.1

28217.40 9.54.2

9.55

16.80 9.55.113.10 9.55.2

9.55 9.55.3

5.35 9.55.4

9.56

37.50 9.56.1

22.25 9.56.2

13.40 9.56.3

8.15 9.56.4

9.57

18.55 9.57.1

13.45 9.57.29.30 9.57.3

5.25 9.57.4

9.58

37.70 9.58.1



31.90 9.58.2

27.25 9.58.3

20.65 9.58.4

9.59

96.20 9.59.1

90.40 9.59.2

72.55 9.59.3

9.60

98.55 9.60.1

86.95 9.60.2

67.90 9.60.3

9.61

72.35 9.61.1

78.20 9.61.2

84.00 9.61.3

9.62

79.60 9.62.1

69.65 9.62.2

9.63

33.90 9.63.1

28.60 9.63.2

23.40 9.63.3

17.25 9.63.4

36.20 9.64

9.65

33.10 9.65.1



33.10 9.65.2

9.66

10.20 9.66.1

7.75 9.66.25.45 9.66.3

9.67

12.20 9.67.1

10.95 9.67.2

8.85 9.67.3

9.68

19.15 9.68.1

16.45 9.68.2

15.25 9.68.3

52.80 9.69

9.7

47.05 9.70.1

35.25 9.70.2

23.75 9.70.3

14.80 9.70.4

9.71

54.15 9.71.1

40.10 9.71.2

28.75 9.71.3

9.72



75.95 9.79.1

84.10 9.79.2

98.05 9.79.3

115.45 9.79.4

23.70 9.8

9.81

103.65 9.81.1

91.80 9.81.2

68.55 9.81.3

56.05 9.82

610.60 9.83

911.10 9.84

35.60 9.85

9.86

82.50 9.86.1

69.30 9.86.2

58.80 9.86.3

9.87

61.90 9.87.1

49.85 9.87.2

40.75 9.87.3



409.30 9.88

479.00 9.89

9.9

78.30 9.90.1

95.70 9.90.2

108.50 9.90.3

121.25 9.90.4

31.80 9.91

9.92

111.75 9.92.1

96.45 9.92.2

83.65 9.92.3

9831050408

69.60 9.93

9.94

90.50 9.94.1

83.55 9.94.2

70.75 9.94.3

9.95



74.10 9.95.1

70.50 9.95.2

62.25 9.95.3

55.05 9.95.4

59.25 9.95.5

43.00 9.95.6

35.35 9.95.721.75 9.95.8

9.96

158.50 9.96.1

134.10 9.96.2

9.97

71.45 9.97.1

62.20 9.97.2

52.00 9.97.342.75 9.97.4

32.15 9.97.5

44.35 9.98

115.70 9.99



9.100

48.80 9.100.1

35.30 9.100.228.35 9.100.3

9.1

19.05 9.101.1

53.90 9.101.2

47.55 9.1

435.90 9.1

43.05 9.1



9.11

813.80 9.105.1

674.45 9.105.2

823.10 9.105.3

927.65 9.105.4

9.11

33.35 9.106.1

36.85 9.106.2

9.11



47.40 9.107.1

62.55 9.107.2

9.11

73.00 9.108.1

87.80 9.108.2

29.05 9.11

207.70 9.110

9.11

94.10 9.111.1

30.10 9.11

203.05 9.11

9.11

18.70 9.114.1



14.65 9.114.2

120.75 9.12

7.00 9.12

9.12

141.00 9.117.1

146.80 9.117.2

9.12



2190.50 9.118.1

2271.80 9.118.2



2358.90 9.118.3

353.10 9.12

9.12



2109.95 9.120.1

2580.35 9.120.2



398.40 9.12

9.12

1920.60 9.122.1

2362.00 9.122.2

270.65 9.12



2379.40 9.12

419.35 9.13

9.13

1186.80 9.126.1

1117.45 9.126.2 .

9.13

608.15 9.127.1

512.30 9.127.2



4452.00 9.13

1103.00 9.13

9.130

963.65 9.130.1

852.10 9.130.2



933.50 9.13

339.75 9.13

9.13

9.133.1

657.25 9.133.1.1



9.133.2

549.90 9.133.2.1

9.133.3

410.55 9.133.3.1



STEEL WORK

Code No Description

10.1

10.2

10.3

10.4

10.5

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces.

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece.

10.6

10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover.

10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover.

10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover.

Structural steel work in single section fixed with or withoutconnecting plate including cutting, hoisting, fixing in position andapplying coat of approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer allcomplete:

Providing and fixing in position collapsible steel shutters withvertical channels 20xl0x2mm and braced with flat iron diagonals20x5mm size with top and bottom rail of T-iron 40x40x6mm with40mm dia, steel pulleys complete with bolts, nuts, lockingarrangement, stoppers, handles, including applying a priming coat

of approved steel primer.

Providing and fixing 1mm thick M.S. sheet sliding-shutters withframe and diagonal braces of 40x40x6mm angle 3mm M.S. gussetplates at the junction and corners 25mm dia pulley, 40x40x6mmangle and T-iron guide at the top and bottom respectively includingapplying a priming coat of approved steel primer.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, includingapplying a priming coat of approved steel primer.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mounted onspecially designed pipe shaft with brackets, side guides end by endlocks mounted on specially designed pipe shaft with brackets, sideguides and complete including the cost of providing and fixing

necessary 27.5cm long wire arrangements for inside and outsidelocking with push and pull complete including the cost of providingand fixing necessary 27.5 long wire springs grade No.2 and M.S. topcover of required thickness for rolling shutters.



10.7 Providing and fixing ball bearing for rolling shutters.

10.8

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area.

10.8.2 Exceeding 16.80 sqm in area.

10.9

10.10

10.11

10.12

Extra for providing mechanical device chain and crank operation foroperating rolling shutters.

Extra for providing grilled rolling shutters manufactured out of 8 mmdia. M.S. bar instead of laths as per design approved by Engineer-in-charge. (area of grill to be measured).

Fixing standard steel glazed doors, windows and ventilators in wallswith 15x3mm lugs 10 cm long embedded in cement concrete blocks15xl0xl0cm of 1:3:6 (I cement: 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) or with wooden plugs and screws orrawl plugs and screws or with fixing clips or with bolts and nuts asrequired, including fixing of float glass panes with glazing clips andspecial metal-sash putty of approved make, or metal beading withscrews (only steel windows with lugs, glass panes cut to size andglazing clips or metal beading with screws, shall be supplied bydepartment free of cost.)

Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and allmembers such as KlIB and K12 B etc. complete of standard rolledsteel sections, joints mitred and flash butt welded and sash bars

tenoned and rivetted with 15x3mm lugs, 10cm long, embedded incement concrete blocks 15x10x 10cm of 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20mm nominal size) or withwooden plugs and screws or rawl plugs and screws or with fixingclips or with bolts and nuts as required, including providing andfixing of hinges, pivots, float glass panes with glazing clips andspecial metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of other fittings exceptnecessary hinges or pivots complete as per approved design.

Extra for providing and fixing steel beading of approved shape andsection with screws instead of glazing clips and metal sash puttyin steel doors, windows, ventilators and composite units.



10.13

10.14

10.14.1 Profile B

10.14.2 Profile C

10.14.3 Profile E

10.15

10.16

10.16.1 Hot finished welded type tubes.

10.16.2 Hot finished seamless type tubes.

10.16.3 Electric resistance or induction butt welded tubes.

10.17

Providing and fixing T-iron frames for doors, windows and ventilatorsof mild steel Tee-sections, joints mitred and welded with 15x3 mmlugs, 10cm long embedded in stone aggregate 20 mm nominal size)or with wooden plugs and screws or with dash fastener or rawl plugsand screws or with fixing clips or with bolts and nuts as requirdincluding fixing.of necessary butt hinges and screws and applying apriming coat of approved steel primer.

Providing and fixing pressed steel door frames confirming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mmthickness including hinges jamb, lock jamb, bead and if requiredangle threshold of mild steel angle of section 50x25mm, or baseties of 1.25mm pressed mild steel welded or rigidly fixedtogether by mechanical means, adjustable lugs with split end tail toeach jamb including steel butt hinges 2.5mm thick with mortarguards, lock strike-plate and shock absorbers as specified andapplying a coat of approved steel primer after pre-treatment of thesurface as directed by Engineer-in-charge:

Providing and fixing M.S. Tubular frames for doors, windows,ventilators and cupboard with L-Type section made of 1.60mm thickM.S. Sheet, joints mitred and welded and grinded finish,with profilesof required size with 15x3mm lugs 10cm long embedded in cement

concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand: 6graded stone aggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips orwith bolts and nuts as required including fixing of necessary butthinges and screws and applying a priming coat of approved steelprimers.

Steel work in built up tubular trusses including cutting, hoistingfixing in position and applying a priming coat of approved steelprimer, welded and bolted including special shaped washers etc.complete.

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. barbent to shape with hooked ends in R.C.C. slabs, beams during layingincluding painting the exposed portion of loop, all as per standarddesign complete.



10.18

10.19

10.20 Providing and fixing bolts including nuts and washers complete.

10.21 Providing and fixing M.S. rivets of sizes in position.

10.22

10.23

10.24

10.25

10.25.1

10.25.2

10.26

10.26.1 M.S. tube.10.26.2 E.R.W. tubes.

10.26.3 G.I. pipes.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet boxfor ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1:5mm thick M.S. sheet with its top surface hacked for properbonding, top lid shall be screwed into the cast iron/ M.S. sheet boxby means of 3.3mm dia. round headed screws, one lock at thecorners. Clamp shall be made of 12mm dia M.S. bar bent to shape

as per standard drawing,

Providing and fixing M.S. round holding down with nuts and wahserplates completes.

Welding by gas or electric plant including transportation of plant at site etc.

complete.

Providing and fixing bright finished brass casement window fasterners or peg stays towindows/ventilators with necessary welding and machine screws etc. complete.

Providing and fixing 14 mm bright finished brass spring catch tosteel centre hung ventilators with necessary welding and machinescrews etc. complete.

Steel work welded in built up section/framed work including cutting,hoisting, fixing in position and applying a priming coat of approvedsteel primer using steel etc. as required.

In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete.

In grating, frames, guard bar, railing, brackets, gates and similarworks.

Providing and fixing hand rail of approved size by welding etc. tosteel ladder railing, balcony railing and staircase railing includingapplying a priming coat of approved steel primer.



Unit Rate Rs.

kg 42.15

kg 46.35

sqm 2592.70

sqm 2018.70

sqm 1695.40

sqm 1600.10

sqm 1208.45

sqm 965.35

sqm 911.10



each 356.50

sqm 480.30

sqm 538.40

sqm 214.90

kg 23.20

kg 178.90

metre 21.45



kg 51.15

metre 251.90

metre 271.65

metre 303.00

kg 92.25

kg 61.50

kg 66.35

kg 79.80

each 75.20



each 81.20

kg 52.05

kg 62.75

kg 69.90

cm 1.45

kg 226.05

each 27.65

kg 48.95

kg 51.20

kg 62.35kg 82.25

kg 68.00



FLOORING


11.1

11.1.1 1:4 (1 cement : 4 coarse sand) sqm11.1.2 1:6 (1cement : 6 coarse sand) sqm

11.2 sqm

11.3

11.3.1 40mm thick with 20mm nominal size stone aggregate. sqm

11.4 sqm

11.5 sqm

Brick on edge flooring with bricks of class designation 75including cement slurry etc. complete in cement mortarwith F.P.S. bricks:

Dry brick on edge flooring with bricks of classdesignation 75 on a bed of 12 mm mud mortar includingfilling joints with Jamuna sand (with F.P.S. bricks)complete.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coatof neat cement including cement slurry, but excluding

the cost of nosing of steps etc. complete.

52 mm thick cement concrete flooring with concretehardener topping under layer 40 mm thick cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) and top layer12 mm thick cement hardener consisting of mix 1:2 (1cement hardener mix : 2 graded stone aggregate 6 mmnominal size) by volume .hardening compound is mixed

@ 2 litre per 50kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, butexcluding the cost of nosing of steps etc. complete.

62 mm thick cement concrete flooring with concretehardener topping under layer 50 mm thick cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) and to p layer12mm thick cement hardener consisting of mix 1:2(1

cement hardener mix : 2 graded stone aggregate 6mmnominal size) by volume. H ardening compound ismixed @ 2 litre per 50kg of cement or as permanufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of stepsetc. complete.



11.6

11.6.1 18 mm thick. sqm

11.7 cum

11.8 sqm

TERRAZO FLOORING

11.9

11.9.1 Dark shade pigment with ordinary cement. sqm

11.9.2 Light shade pigment with white cement. sqm

11.9.3 sqm

11.9.4 White cement without any pigment. sqm

11.9.5 Light shade pigment with ordinary cement. sqm

11.9.6 Ordinary cement without any pigment. sqm

11.10

11.10.1 Dark shade pigment with Ordinary cement. sqm


11.10.3 sqm

Cement plaster skirting (upto 30 cm height) with cementmortar 1:3 (1 cement : 3 coarse sand) finished with afloating coat of neat cement.

Cement concrete pavement with 1:2:4 (1 cement : 2coarse sand : 4 grated stone aggregate 20 mm nominalsize) including finishing complete.

Extra for making chequers of approved pattern oncement concrete floors, steps, landing, pavements etc.

40 mm thick marble chips flooring rubbed and polishedto granolithic finish, under layer 34 mm thick cementconcrete 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 12.5mm nominal size) and top layer6mm thick with white, black, chocolate, grey, yellow orgreen marble chips of sizes from lmm to 4mm nominalsize laid in cement marble powder mix 3:1 (3 cement: 1marble powder) by weight in proportion of 4:7 (4 cementmarble powder mix : 7 marble chips) by volumeincluding cement slurry etc. complete :

Medium shade pigment with 50% white cement and 50% ordinary

cement.

40 mm thick marble chips flooring, rubbed and polishedto granolithic finish, under layer 31mm thick cementconcrete 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 12.5mm nominal size) and top layer9mm thick with white, black, chocolate, grey, yellow orgreen marble chips of sizes from 4mm to 7mm nominal

size laid in cement of 4:7 (4 cement marble powder : 7marble chips) by volume including cement slurrymarblepowder mix 3:1 (3 cement: 1 marble powder) by weightin proportion etc. complete.

Medium shade pigment with 50% white cement and 50% ordinarycement.






11.11

11.11.1 Dark shade pigment with ordinary cement. sqm


11.11.3 sqm




11.12

11.12.1

11.12.1.1 Dark shade pigment with ordinary cement. sqm

11.12.1.2 Light shade pigment with white cement. sqm

11.12.1.3 sqm

11.12.1.4 White cement without any pigment. sqm

11.12.1.5 Light shade pigment with ordinary cement. sqm

11.12.1.6 Ordinary cement without any pigment. sqm

11.13

11.13.1 40 mm wide and 4 mm thick. metre

40 mm thick marble chips flooring, rubbed and polishedto granolithic finish, under layer 28 mm thick cementconcrete 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 12.5mm nominal size) and top layer12mm thick with white, black, chocolate, grey yellow orgreen marble chips of sizes from 7mm to 10mm nominalsize laid in cement marble powder mix 3:1 (3 cement: 1marble powder) by weight in proportion of 2:3 (2 cementmarble powder mix : 3 marble chips) by volumeincluding cement slurry etc. complete :


Marble chips skirting (upto 30 cm height) rubbed andpolished to granolithic finish, top layer 6 mm thick withwhite, black, chocolate, grey, yellow or green marblechips of sizes from smallest to 4 mm nominal size laid incement marble powder mix 3:1 (3 cement : 1 marble

powder) by weight in proportion of 4:7 (4 cement marblepowder mix : 7 marble chips) by volume :

18 mm thick with under layer 12 mm thick in cement plaster 1:3(1 cement : 3 coarse sand) :


Providing and fixing glass strips in joints of terrazo/cement concrete floors.



11.14 sqm

11.15

11.15.1 18 mm thick crazy marble stone white, black or as specified. sqm

TILE FLOORING11.16

11.16.1 Light shade using white cement. sqm

11.16.2 sqm

11.16.3 Dark shade using ordinary cement. sqm


11.17 sqm

11.18


11.18.2 sqm



Extra for laying terrazo flooring on staircase treads notexceeding 30 cm in width including cost of forming,nosing etc.

Crazy marble stone flooring including filling the gapswith light shade pigment with white cement marblepowder mixture (3 parts of white cement : 1 part of

marble powder) by weight in proportion of 4:7 (4 cementmarble powder mix : 7 white, black or white and blackmarble chips of sizes from 1mm to 4mm nominal size byvolume) and under layer 25mm thick cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5 mm nominal size) rubbing, polishing andceme-nt slurry etc. complete :

Precast terrazo tiles 22mm thick with graded marblechips of size upto 12mm laid in floors, and landings,

jointed with neat cement slurry mixed with pigment tomatch the shade of the tiles including rubbing andpolishing complete with precast tiles on 20mm thick bedof cement mortar 1:4(1 cement :4 coarse sand):


Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm inwidth.

Precast terrazo tiles 22 mm thick with graded marblechips of sizes upto 12 mm in skirting and risers of stepsnot exceeding 30 cm in height on 12 mm thick cementplaster 1:3 (1 cement : 3 coarse sand) jointed with neatcement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with

tiles of:




11.19


11.19.2 sqm



11.20


11.20.2 Medium shade using 50% white cement 50% Grey cement. sqm



11.21

11.21.1

11.21.1.1 Acid and alkali resistant tile. sqm

11.21.2

11.21.2.1 Acid and alkali resistant tile. sqm

11.22

11.22.1 Marble tiles (polished) Raj Nagar.


STONE FLOORING

Chequered terrazo tiles 22 mm thick with graded marblechips of size up to 6 mm in floors jointed with neatcement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement mortar 1:4 (1 cement :4 coarsesand):


Chequerred precast cement concrete tiles 22 mm thickin footpath & courtyard jointed with neat cement slurrymixed with pigment to match the shade of tilesincluding rubbing and cleaning etc. complete on 20 mmthick bed of cement mortar 1:4 (1 cement: 4 coarse

sand).

Providing and fixing 10mm thick acid and/or alkaliresistant tiles of approved make and colour using acidand/or alkali resisting mortar bedding and joints filledwith acid and/or alkali resisting cement as per IS :

4457 complete as per the direction of Engineer-in-Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4coarse sand).

In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

Tile work in skirting, risers of steps and dado (upto 2 m

height) over 12 mm thick bed of cement mortar 1:3 (1cement :3 coarse sand) and jointed with grey cementslurry @ 3.3 kg/sqm including pointing in whitecement mixed with pigment of matching shadecomplete.



11.23

11.23.1 Makrana white second quality. sqm

11.23.2 Raj Nagar plain. sqm

11.23.3 Agaria White sqm

11.23.4 Black Zebra. sqm

11.23.5 Udaipur green marble sqm

11.23.6 Pink plain marble. sqm

11.24 Extra for pre finished nosing to treads of steps of marble stone. metre

11.25 sqm

KOTA STONE FLOORING

11.26

11.26.1 25 mm thick. sqm

11.27 sqm

SAND STONE FLOORING

11.28

11.28.1 Red sand stone sqm11.28.2 White sand stone sqm

11.29


Marble stone flooring with 18mm thick marble stone(sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cementmortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith grey cement slurry including rubbing and polishingcomplete with :

Extra for marble stone flooring in treads of steps and risers using single

length up to 2.00 metre .

Kota stone slab flooring over 20 mm (average) thick baselaid over and jointed with grey cement slurry mixed withpigment to match the shade of the slab includingrubbing and polishing complete with base of cementmortar 1 : 4 (1 cement: 4 coarse sand):

Kota stone slabs 25 mm thick in risers of steps, skirting,dado and pillars laid on 12mm (average) thick cementmortar 1:3 (1 cement 3 coarse sand) and jointed withgrey cement slurry mixed with pigment to match theshade of the slabs, including rubbing and polishingcomplete.

40 mm thick fine dressed stone flooring over 20 mm(average) thick base of cement mortar 1:5 ( 1 cem ent: 5coarse sand) with joints finished flush.

40 mm thick fine dressed stone flooring over 20 mm(average) thick base of cement mortar 1:5 (1 cement : 5coarse sand) including pointing with cement mortar 1:2(1 cement: 2 stone dust) with an admixture of pigmentto match the shade of stone.




11.30



11.31 metre

11.32 sqm

WOODEN FLOORING11.33

11.33.1 Second class teak wood sqm

11.33.2 Second class deodar wood sqm

11.34 sqm

11.35 kilogram

CERAMIC GLAZED TILES

40 mm thick rubbed stone flooring over 20 mm(average) thick base of cement mortar 1:5(1 cement :5coarse sand) with joints 3m m thick, side buttered withcement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing

with same mortar

Extra for pre finished nosing in treads of steps of Kotastone/ sand stone slab.

Extra for Kota stone/ sand stone in treads of steps andrisers using single length upto 1.05 metre .

25mm wooden planking, tongued and grooved inflooring including fixing with iron screws complete with :

38mm thick wood block flooring of first class teak woodlaid over 25mm thick levelling layer of cement concrete1:2:4 (1 cement: 2 coarse sand : 4 graded stoneaggregate 10mm nominal size) to be paid separately

coated with a thin layer of hot bitumen (blown type) @2.45 kg per sqm. including fixing blocks in position afterdipping in hot bitumen (blown type) upto half depth,planed, levelled smooth and finished complete.

Providing and fixing M.S. angle 50x50x5 mm to act asnosing with lugs of M.S. flat 10x5 mm 10cm long forkedat end 60cm apart (minimum three lugs to be provided )including necessay welding and applying a priming coatof approved primer on exposed surface etc. complete.



11.36 sqm

11.37 sqm

11.38 sqm

11.39 sqm

11.40 sqm

Providing and fixing 1st quality ceramic glazed wall tilesconforming to IS : 15622 (thickness to be specified bythe manufacturer) of approved make in all colours,shades except burgundy, bottle green, black of any sizeas approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar1:3 (1 cement: 3 coarse sand) and jointing with grey

cement slurry @ 3.3kg per sqm including pointing inwhite cement mixed with pigment of matching shadecomplete.

Providing and laying Ceramic glazed floor tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make incolours such as White, Ivory, Grey, Fume Red, Brown laidon 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarsesand) including pointing the joints with white cementand matching pigment etc., complete.

Providing and laying Ceramic glazed floor tiles 300x300mm(thickn ess t o be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make inall colours , shades, except White, Ivory, Grey, Fume RedBrown laid on 20mm thick bed of Cement Mortar 1:4(1Cement: 4 Coarse sand) including pointing the joints withwhite cement and matching pigments etc., complete.

Providing and laying rectified Glazed Ceramic floortiles 300x300 m m or more (thickness to be specifiedby the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey,Fume Red,, Brown, laid on 20mm thick cement mortar1:4 (1 Cement : 4 Coarse sand) including grouting the

joints with white cement and matching pigments etc.,complete.

Providing and laying rectified Glazed Ceramic floor

tiles 300x300 mm or more (thickness to be specifiedby the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, exceptWhite, Ivory, Grey, Fume Red Brown, laid on 20 mm thickCement Mortar 1:4 (1 Cement : 4 Coarse sand) includingpointing the joints with white cement and matchingpigments etc., complete.



VITRIFIED FLOOR TILES

11.41

11.41.1 Size of Tile 50x50 cm sqm




11.42 sqm

11.43 sqm

Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) withwater absorption’s less than 0.08% and conforming toIS : 15622 of approved make in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement: 4coarse sand) including grouting the joints with white

cement and matching pigments etc., complete.

Deduct for not using 20mm thick cement mortar 1:4 (1cement :4 coarse sand ) bedding in laying of floor tiles.

Fixing glazed/ Ceramic/ Vitrified floor tiles with cementbased high polymer modified quick-set tile adhesive(Water based) conforming to IS: 15477 , using 5kg.Adhesive per sqm of tile area, in average 3mmthickness.



Rate Rs.

326.00296.20

208.90

192.95

286.55

318.65



168.50

3695.95

13.15

305.75

337.80

319.00

317.10

313.35

291.05

318.25

364.00

337.10



335.85

325.85

297.85

336.55

400.60

363.00

357.10

351.70

308.15

360.90

392.95

374.15

372.25

368.50

346.20

17.60



14.35

482.45

566.95

517.10

496.35

467.50

17.55

665.75

605.70

577.80

548.90



607.80

549.05

496.35

467.55

775.45

613.25

454.60

425.70

873.00

909.15

570.40



2637.95

892.15

1673.55

892.15

1112.55

1067.15

105.20

122.35

694.40

676.75

309.40334.95

353.75



379.30

386.65

412.20

26.40

6.45

1752.50

1433.70

3528.10

48.05



556.60

598.65

630.80

759.90

800.40



966.35

1031.85

1478.30

1733.05

233.95

224.70



ROOFING

Code No Description

12.1

12.1.1 1.00mm thick with zinc coating not less than 275gm/m²


12.1.3 0.63 mm thick with zinc coating not less than 275gm/ m²

12.2

12.2.1 1.00 mm thick

12.2.2 0.80 mm thick

12.2.3 0.63 mm thick

12.3

12.3.1 1.00 mm thick

12.3.2 0.80 mm thick

12.3.3 0.63 mm thick

12.4



12.5


12.6


Providing corrugated G.S. sheet roofing including vertical/curvedsurface fixed with polymer coated J or L hooks, bolts and nuts 8 mmdiameter with bitumen and G.I. limpet washers or with G.I. limpet

washers filled with white lead and including a coat of approved steelprimer and two coats of approved paint on overlapping of sheetscomplete upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and includingcutting to size and shape wherever required.

Extra for straight cutting in C.G.S. sheet roofing for makingopening of area exceeding 40 sq. decimeter for chimney stacks,sky light etc. :

Extra for circular cutting in C.G.S. sheet roofing for makingopening of area exceeding 40 square decimeter :

Providing ridges or hips of width 60 cm over all width plain G.S.sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mmdia. G.I. limpet and bitumen washers complete.

Providing valleys of 90cm wide overall in plain G.S. sheet fixed withpolymer coated J, or L hooks, bolts and nuts 8mm dia.. G.I. limpetand bitumen washers complete :

Providing flashing of 40 cm over all width in plain, G.S. sheet fixedwith polymer coated J, or L hooks, bolts and nuts, G.I. limpet andbitumen washer complete, bent to shape and fixed in wall withcement mortar 1:3 (1 cement: 3 coarse sand).



12.7



NON AC SHEET ROOFING12.8

12.9

12.10

12.11 Extra for providing and fixing wind ties of 40x 6mm flat iron section.

12.12

12.12.1 Corrugated serrated adjustable ridges

12.12.2 Plain wing adjustable ridges

12.12.3 Close fitting adjustable ridges

12.12.4 Unserrated adjustable hips

NON AC ACCESSORIES

12.13

12.13.1 Corrugated apron pieces

12.13.2 Eave's filler pieces

12.13.3 North light curves

12.13.4 ventilator curves

12.13.5 Barge boards

Providing and fixing 15 cm wide 45 cm over all semi circular plainG.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts andwashers etc. including making necessary connections with rainwater pipes complete.

Providing non-asbestos high impact Polypropylene reinforcedcement 6 mm thick corrugated sheets (As per IS: 14871) roofingupto any pitch and fixing with polymer coated J, or L hooks, boltsand nuts 8mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the costof purlins, rafters and trusses corrugated sheets and includingcutting to size and shape wherever required

Extra for straight cutting in non- asbestos polypropylenereinforced cement corrugated, semi-corrugated 6 mm thick sheet

roofing for making openings of area exceeding 40 square decimeterfor chimney stacks, skylights etc.

Extra for circular cutting in non-asbestos polypropylenereinforced cement corrugated/semi-corrugated 6 mm thick sheetroofing for making openings of area exceeding 40 square decimeter.

Providing and fixing ridges and hips in non-asbestos fibre cementhigh impact polypropylene reinforced roofing with suitable fixingaccessories or self drilling fastener and EPDM washer etc. complete.

Providing and fixing non-asbestos fibre cement high impact

polypropylene reinforced roofing accessories in all colour withpolymer coated J or L hooks, bolts and nuts and or G.I. seam boltsand nuts, G.I. plain and bitumen washers or with self drillingfastener and EPDM washer etc. complete:



12.13.6 Ridge finials

12.13.7 Special north light curves

12.13.8 S type louvers

12.14

12.15

12.15.1 With residual type petroleum bitumen of penetration 80/100

12.16

12.16.1 With F.P.S. brick tiles

12.17

12.17.1 With machine moulded F.P.S. brick tiles

12.18 Extra for every additional 1 cm thickness of mud phaska

12.19

12.19.1 With F.P.S. brick tiles

Providing flat iron brackets 50x3mm size with necessary bolts, nutsand washers etc. for fixing asbestos cement/G.S. sheets gutters withpurlins.

Painting top of roofs with bitumen of approved quality at 17kgper 10 sqm impregnated with a coat of coarse sand at 60 cudm per10 sqm including cleaning the slab surface with brushes and finallywith a piece of cloth lightly soaked in kerosene oil complete :

10 cm thick (average) mud phaska of damped brick earth on roofslaid to slope consolidated and plastered with 25 mm thick mud

mortar mixed with bhusa at 35kg per cum of earth and gobrileaping with mix 1:1 (1 clay : 1 cow dung) and covered with flattile bricks of class designation 100 grouted with cement mortar 1:3(1 cement: 3 fine sand) mixed with 2% of integral water proofingcompound by weight of cement and finished neat:

10cm thick (average) mud phaska of damped brick earth onroofs laid to slope consolidated and plastered with 25mm thick mudmortar with bhusha at 35kg per cum of earth and gobri leaping withmix 1:1 (1 clay : 1 cowdung) and covered with machine moulded tile

bricks of class designation 125 conforming to IS : 2690 (Part I)-1992grouted water proofing compound by weight of cement and finishedneat.with cement mortar 1:3(1 cement: 3 fine sand ) mixed with 2%of integral

Providing and laying brick tiles of class designation 100 over mumtyroofs grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed

with 2% of integral water proofing compound by weight of cement,over a 12 mm layer of cement mortar 1:3 (1 cement: 3 fine sand)and finished neat:



12.20

12.21

12.21.1 In 75x75mm deep chase

12.22

12.23

12.23.1 Red sand stone slab

12.23.1.1 40 to 50 mm thick

12.23.2 White sand stone slab

12.23.2.1 40 to 50 mm thick

CEILING

12.24

12.24.1 Natural colour insulating board

12.24.1.1 12 mm thick

12.24.2 White face insulating board

12.24.2.1 12 mm thick12.24.3 Flame retardant face insulating board

12.24.3.1 12 mm thick

12.25

12.25.1 12 mm thick

Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness and of approved size) on roofs jointed withcement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2%integral water proofing compound laid over a bed of 20 mm thickcement mortar 1:4(1 cement: 4 coarse sand) and finished neatcomplete.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement: 3 fine sand) as perstandard design :

Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20 mm nominal size) over P.V.C. sheet 1mx 1mx 400

micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarsesand) and a coat of neat cement rounding the edge and making andfinishing the outlet complete.

Providing sand stone slab for roofing and laying them in cementmortar 1 : 4 (1 cement: 4 coarse sand) over wooden karries orR.C.C. battens (Karries and battens to be paid separately) includingpointing the ceiling joints with cement mortar 1:3 (1 cement: 3 finesand ) complete :

Providing and fixing insulating board ceiling of approved quality withnecessary nails etc. complete (frame work to be paid separately):

Providing and fixing flat pressed 3 layer medium density particleboard or graded particle board (Grade I) IS: 3087 marked in ceilingwith necessary nails etc. complete (frame work to be paidseparately):



12.26

12.26.1 6 mm thick cement board

12.27 Extra for Circular cutting and waste in ceiling with:

12.27.1 2nd class teak wood planks 20 mm thick

12.27.2 Natural colour insulating board

12.27.2.1 12 mm thick

12.27.3 White face insulating board:

12.27.3.1 12 mm thick

12.27.4 Flame retardant face insulating board:

12.27.4.1 12 mm thick

12.27.5 Standard quality hard board sheet:

12.27.5.1 3 mm thick

12.27.5.2 4.5 mm thick

12.28

12.29

12.3

Providing and fixing plain multipurpose cement board (high pressuresteam cured ) as per IS 14862: 2000 with suitable fibre cementscrew in ceiling etc complete, (frame work to be paid separately ).

Extra for providing and fixing ceiling to curved surfaces in narrowwidths

Providing and fixing false ceiling with 12 mm thick plain/ semiperforated or with design ceiling tiles of BWP type phenolformaldehyde synthetic resin bonded pressed particle boardconforming to IS:3087 finished with a coat of aluminium primer onparticle board conforming to IS:3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic

enamel paint of approved quality on exposed face fixed to a gridmade out of anodised aluminium (with 15 micron anodic coating) T-sections 35 xl5xl.5 mm size main runners and cross runners23.5x19x1.5mm fixed to main runners placed 600 mm centre tocentre both ways so as to form a grid of 600 mm square. The framework shall be suspended from ceiling by level adjusting hangers of 6mm dia M.S rod fixed to roof slab by means of ceiling cleats. Thesuspenders shall be placed 600x 1200 mm centre to centreincluding fixing to the frame with C.P brace screws and applying apriming coat of zinc chromate yellow primer ( aluminium frame workshall be paid separately.)

Extra for providing 3 mm thick translucent white acrylic plasticsheets of approved quality in false ceiling instead of 12 mm thickplain/or with design particle board ceiling tiles in item above.



12.31

12.31.1 Flat surfaces

12.31.2 Curved surfaces

12.32

12.33

12.34

12.35

12.36

12.36.1 With Type N - Normal 50 mm thick

12.36.2 With Type SE - Self Extinguishing type 50 mm thick

RAIN WATER SPOUT AND PIPE

12.37

12.37.1 Stone ware spout

12.38.

12.38.1 100 mm diameter


Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceilingupto a height of 5 m above floor level over first class kail woodstrips 25x6 mm with 10 mm gap in between and reinforced withrabbit wire mesh fixed to wooden frame (frame work to be paidseparately):

Extra for any sunk or raised mouldings in the plaster of Paris(Gypsum anhydrous) ceiling

Extra for providing plaster of Paris (Gypsum anhydrous) ceilingabove 5 metres height from floor level

Providing and fixing thermal insulation of ceiling (under deckinsulation) with Resin Bonded Fibre glass wool conforming to IS :

8183 density 24kg/m3, 50mm thick, wrapped in 200 G VirginPolythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @60 cm and wire mesh of 12.5mm x 24g wire and mesh, for top mostceiling of building.

Providing and fixing thermal insulation with Resin Bonded Fibreglass wool conforming to IS : 8183. Density 16kg/m3 50mm thick,wrapped in 200G Virgin Polythene bags placed over existing falseceiling and held in position by criss-crossing GI wire.

Thermal Insulation of roofing with Expanded polystyrene fixedwith suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge :

Providing and fixing 100 mm diameter and 60 cm long rain waterspout in cement mortar 1:4 (1 cement: 4 fine sand)

Providing and fixing M.S. holder bat clamps of approved design toC.I. or S.C.I, rain water pipes embedded in and including cementconcrete blocks 10x10x 10cm of 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and cost of cuttingholes and making good the walls etc. :



12.39

12.39.1 100 mm dia. Pipe

12.39.2 150 mm dia. Pipe

12.40

12.40.1 Sand cast iron plain shoes :

12.40.1.1 150 mm diameter

12.41



12.42

12.42.1 Coupler

12.42.1.1 75 mm

12.42.1.2 110 mm

12.42.2 Single pushfit Coupler :12.42.2.1 75 mm

12.42.2.2 110 mm

12.42.3 Single tee with door

12.42.3.1 75x75x75 mm

12.42.3.2 110x110x110 mm

12.42.4 Single tee without door

12.42.4.1 75x75x75 mm

12.42.4.2 110x110x110 mm

12.42.5 Bend 87.5°

12.42.5.1 75 mm bend

12.42.5.2 110 mm bend

12.42.6 Shoe (Plain)

12.42.6.1 75 mm Shoe

12.42.6.2 110 mm Shoe

Providing lead caulked joints to sand cast iron rain waterpipes and fittings :

Providing, fixing and embedding sand cast iron accessories for rain

water pipes in the masonry surrounded with” 12mm thick cementmortar of the same mix, as that of masonry (lead caulking will bepaid for separately):

Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with sealring conforming to IS : 5382 leaving 10 mm gap for thermalexpansion, (i) Single socketed pipes

Providing and fixing on wall face unplasticised - PVC mouldedfittings/ accessories for unplasticised R igid PVC rain water pipesconforming to IS : 13592 Type A including jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion.



12.43

12.43.1 75 mm

12.43.2 110 mm

12.44

12.45

12.46

NEW ITEMS

12.47

Providing and fixing unplasticised -PVC pipe clips of approveddesign to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cementmortar 1:4(1 cement: 4 coarse sand) and making good the wall etc.complete.

Providing and fixing to the inlet mouth of rain water pipe cast irongrating 15 cm diameter and weighing not less than 440 grams.

Providing and fixing at all height false ceiling including providingand fixing of frame work made of special sections power pressedfrom M.S. sheet and galvanised in accordance with zinc coating of

grade 350 as per IS : 277 and consisting of angle cleats of size25mm wide x 1.6mm thick with flanges of 22mm and 37mm at1200mm centre to centre one flange fixed to the ceiling with dashfastener 12.5mm diax40mm long with 6mm dia bolts to the anglehangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels45x15x0.9mm running at the rate of 1200mm centre to centre towhich the ceiling section 0.5mm thick bottom wedge of 80mm withtapered flanges of 26mm each having clips of 10.5mm at 450mmcentre to centre shall be fixed in a direction perpendicular to G.I.channel with connecting clips made out of 2.64mm diax230mm longG.I. wire at every junction including fixing the gypsum board withceiling section and perimeter channels 0.5mm thick 27mm highhaving flanges of 20mm and 30mm long, the perimeter of ceilingfixed to wall/partition with the help of rawl plugs at 450mm centreto centre with 25mm long drive-all screws @ 230mm interval

12.45.1 12.5 mm thick tapered edge gypsum board conforming to IS:2095- Part I.

Providing and fixing to the inlet mouth of rain water pipe PTMT (anEngineering Thermoplastic) grating sqare (Slit) 150 mm sqare with aheight of 8 mm and weighing not less than 100 gms

Providing & fixing UV stabilised fiberglass reinforced plastic sheetroofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete

but excluding the cost of purlins, rafters, trusses etc. The sheetsshall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% Ultra-voilet stabiliser in resin system underapproximately 2400 psi and hot cured. They shall be of uniformpigmentation and thickness without air pockets and shall confoimto IS 10192 and IS 12866.The sheets shall be opaque or translucent,clear or pigmented, textured or smooth as specified.



12.47.1

12.47.2 2mm thick flat.

12.48

12.49

12.5

12.51

12.51.1 Ridges plain (500 - 600mm).

12.51.2 Flashings/ Aprons.( Upto 600 mm)

12.51.3North light curves.12.51.4 Barge board (Upto 300 mm).

12.51.5 Crimp curve

12.51.6 Gutter .(600 mm over all girth).

2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2"or 3"or6") as specified.

Providing & fixing on roof pressed clay tile (Mangalor tile of 20 mmnominal thickness and of approved size and as per approved patternsteel frame work complete (steel frame work to be paid separately)

Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame workcomplete (steel frame work to be paid separately)

Providing and fixing precoated galvanized iron profile sheets (size,shape and pitch of corrugation as 5% total coated thickness (TC T),Zinc coating 120gsm as per IS:277 in approved by Engineer-in-charge) 0.05 mm. 240 mpa mm steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches while transportation and should besupplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55mm) with EPDM seal or with polymer coated Jor L hooks, bolts and nuts 8mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white leadcomplete upto any pitch in horizontal/ vertical or curved surfacesexcluding the cost of purlins, rafters and trusses and includingcutting to size and shape wherever required.

Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50mm + 5% total coated thickness (TCT), Zinccoating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns using self drilling/ self tapping screws or with polymercoated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts,G.I. plain and bitumen washers complete :



12.52

Providing and fixing False Ceiling of approved materials of size595x595 mm in true horizontal level suspended on inter lockingmetal grid of hot dipped galvanised steel sections ( galvanized @170 gsm/sqm.) consisting of main “T” runner with suitably spaced

joints to get required length and of size 24x38mm made from0.30mm thick (minimum) sheet spaced at 1200mm center to centerand cross “T” of size 24x25mm made of 0.30mm thick (minimum)

sheet, 1200mm long spaced between main “T” at 600mm center tocenter to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick(minimum) sheet to be interlocked at middle of the1200x600mm panel to form grids of 600x600mm and wall angleof size 21x21x0.30 mm and laying false ceiling tiles of approvedtexture in the grid including, wherever, required, cutting/making,opening for services like diffusers, grills, light fittings, fixtures,smoke detectors etc. Main “T” runners to be suspended from ceilingusing GI slotted cleats fixed to ceiling with 6mm dia and 50mm longdash fasteners, 4mm GI adjustable rods with galvanised level clipsspaced at 1200mm center to center along main T, bottom exposed



Unit Rate Rs.

sqm 612.85

sqm 515.30

sqm 432.25

metre 16.65

metre 13.30

metre 13.30

metre 97.65

metre 78.00

metre 78.00

metre 313.60

metre 270.95

metre 617.45

metre 223.55



metre 283.70

metre 248.20

sqm 294.95

metre 13.30

metre 36.80

metre 73.65

metre 263.15

metre 282.70

metre 348.75

metre 292.10

metre 180.05

metre 121.95

metre 268.10

metre 353.95

metre 304.00



pair 115.00

each 362.05

metre 175.35

metre 22.45

sqm 63.00

sqm 220.85

sqm 254.70

sqm 5.15

sqm 184.35



sqm 390.60

metre 67.35

each 108.00

sqm 283.30

sqm 302.45

sqm 311.40

sqm 393.15

sqm 353.55

sqm 417.10



sqm 317.45

metre 186.40

metre 92.55

metre 102.75

metre 97.80

metre 81.05

metre 83.75

sqm 65.45

sqm 406.95

sqm 336.85



sqm 402.40

sqm 452.35

sqm 104.70

38.90

sqm 310.10

sqm. 168.35

sqm 156.75

sqm 186.10

each 36.15

each 65.35

each 73.45

sqm per metre height



each 126.50

each 175.30

each 278.25

metre 95.00

metre 163.40

each 81.40

each 101.65

each 101.15

each 138.85

each 177.45

each 260.70

each 157.70

each 208.45

each 88.40

each 134.20

each 152.25

each 263.10



each 79.50

each 96.90

each 23.40

sqm 502.10

each 86.15



sqm 785.35

sqm 673.35

sqm 209.40

sqm 105.00

sqm 440.65

metre 458.15

metre 448.15

metre 504.75metre 416.90

sqm 537.15

metre 547.80



sqm 356.55



Description Unit

CEMENT PLASTER (IN FINE SAND)

12 mm cement plaster of mix :

1:4 (1 cement: 4 fine sand) sqm1:6 (1 cement: 6 fine sand) sqm

1:4 (1 cement: 4 fine sand) sqm





CEMENT PLASTER (IN COARSE SAND)


1:4 (1 cement: 4 coarse sand) sqm




20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) sqm






12 mm cement plaster sqm

20 mm cement plaster sqm

Note :- Rates for external plaster are for heightupto 10m. From ground level unless otherwise stated.

15 mm cement plaster on the rough side of single or half brick wall of mix :

15 mm cement plaster on rough side of single or half brick w all of mix:

CEMENT PLASTER WITH A FLOATING COAT OF NEATCEMENT

12 mm cement plaster finished with a floating coat of neatcement of mix :

15 mm cement plaster on rough side of single or half brick wallfinished with a floating coat of neat cement of mix :

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement.



sqm

CEMENT PLASTER IN TWO COATS

sqm

sqm

12 mm cement plaster 1:2 (1 cement: 2 stone dust) sqm

sqm

20 mm cement plaster 1:2 (1 cement: 2 stone dust) sqm

6 MM CEMENT PLASTER



sqm

Neat cement punning sqm

ROUGH CAST PLASTER

Ordinary cement finish using ordinary cement sqm

PEBBLE DASH PLASTER

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement on the roughside of single or half brick wall.

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mmth ick cement plaster 1:6 (1 cement: 6 fine sand ).

18 mm cemen t plaster in two coats un der layer 12 m m thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6m m thick cement plaster 1:3(1 cement:3 coarse sand) finished rou gh withsponge

15 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust) on the rough sideof single or half brick wall

6 mm cement plaster 1:3 (1 cement : 3 fine sand) Finished with aflooting coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C slabs and beams.

Rough cast plaster upto 10m height above ground level with a mixtureof sand and gravel or crushed stone from 6mm to 10mm nominal sizedashed over and including the fresh plaster in two layers, under layer

12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10%finely grounded hydrated lime by volume of cement.



sqm

sqm

Extra for plastering on circular work not exceeding 6 m in radius:

In one coat sqm

In two coats sqm

In one coat sqm

In two coats sqm

Extra for plastering :

Spherical ceiling sqm

Groined ceiling sqm

Flewing soffits sqm

sqm

ARTIFICIAL STONE PLASTER

Extra for lining out plaster to imitate stone or concrete blocks walling sqm

PLAIN CEMENT MORTAR BANDS

Pebble dash plaster upto 10m height above ground level with a mixtureof washed pebble or crushed stone 6mm to 12.5 mm nominal sizedashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand)mixed with 10% finely grounded hydrated lime by volume of cement.

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

Per 50 kg bagof cement

used in themix

Extra for plastering exterior walls of height more than 10 m fromground level for every additional height of 3 m or part thereof.

Extra for plastering done on moulding cornices or architraves includingneat finish to line and level:

Providing and applying plaster of paris putty of 2 mm thicknessover plastered surface to prepare the surface even and smooth complete

12 mm thick plain cement mortar bands in cement mortar 1:4 (1cement: 4 fine sand) :



Flush Band cm per metre

Sunk Band cm per metre

Raised Band cm per metre

Moulded Band cm per metre

Flush Band cm per metre

Sunk Band cm per metre

Raised Band cm per metre

Moulded Band cm per metre

cm per metre

POINTING OF BRICK WORK

Flush / Ruled/ Struck or weathered pointing. sqm

Raised and cut pointing sqm

POINTING ON TILE BRICK WORK

Flush/ Ruled/ Struck or weathered pointing sqm

POINTING ON STONE WORK

Flush/ Ruled pointing sqm

Raised and cut pointing sqm

sqm

18 mm thick plain cement mortar band in cement mortar 1:4 (1cement: 4 fine sand):

18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1cement: 5 coarse sand) top layer 6mm thick with cement mortar 1:4 (1 cement: 4 fine sand). .

Pointing on brick work or brick flooring with cement mortar 1:3

(1 cement: 3 fine sand) :

Pointing on tile brick work with cement mortar 1:3 (1 cement:3fine sand) :

Pointing on stone work with cement mortar 1:3 (1 cement: 3 finesand) :

Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement: 3 marble dust)



Flush/ Ruled pointing sqm

sqm

INTERIOR FINISHING

White washing with lime to give an even shade:

New w ork (three or more coats) sqm

Satna lime wash on walls one coat sqm

Colour washing such as green, blue or buff to give an even shade :

sqm

New w ork (two or more coats) with a base coat of whiting sqm

sqm

sqm

Two or more coats on new work. sqm

Cement primer. sqm

EXTERIOR FINISHING

Finishing walls with water proofing cement paint of required shade :

New w ork (Two or more coats applied @ 3.84 kg/10 sqm). sqm

Pointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2fine sand):

Extra for pointing on walls on the outside at height more than 10 mfrom ground level for every additional height of 3 m or part thereof.

New work (two or more coats) with a base coat of white

washing with lime

Distempering with dry distemper of approved brand and manufacture(two or more coats) and of required shade on new work, over andincluding priming to give an even shade:-coat of whiting

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade New work (two or more coats) over and including priming coat withcement primer:-

Distempering with 1st quality acrylic washable distemper (ready made)of approved manufacturer and of required shade and colour complete,as per manufacturer’s specification.

Applying one coat of cement primer of approved brand andmanufacture on wall surface



Finishing walls with textured exterior paint of required shade :

sqm

Finishing walls with Acrylic Smooth exterior paint of required shade :

sqm

sqm

sqm

sqm

sqm

sqm

Applying priming coat :

sqm

sqm

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over andincluding base coat of water proofing cement paint applied @2.20kg/10 sqm.

New work (Two or more coat applied @ 1.67 ltr/10 sqm over andincluding base coat of water proofing cement paint applied @ 2.20 kg/10 sqm).

Finishing walls with Premium Acrylic Smooth exteriorpaint with Silicone additives of required shade —

New work (Two or more coats applied @ 1.43 ltr/ 10sqm. over and including base coat of water proofing

cement paint applied @ 2.20 kg/ 10 sqm).

Finishing walls with Deluxe Multi surface paint systemfor interiors and exteriors using Primer aspermanufacturers specifications :

Two or more coats applied @ 1.25 ltr/10 sqm. over andincluding one coat of Special primer applied @0.75 ltr/10sqm.

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10sqm over an under coat of primer applied @0.75 ltr/10

sqm of approved brand or manufacture

Painting steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10sqm over an under coat of primer applied @0.80 ltr/10sqm of approved brand or manufacture

Extra for applying water proofing cement paint as primerapplied @ 2.2 kg/ 0 sqm instead of primer for exteriorfinishing in Item No. 13.48.1

With ready mixed pink or Grey primer of approvedbrand and manufacture on wood work (hard and softwood)

With ready mixed aluminium primer of approved brandand manufacture or resinous wood and plywood.



sqm

sqm

sqm

On steel work sqm

On concrete work sqm

sqm

Applying a coat of mordant solution on G.S. sheet :

With a solution of 38 gms of copper acetate in a litre of soft water sqm

sqm

metre

100 mm diameter pipes

150 mm diameter pipes metre

With ready mixed red oxide zinc chromate prim erof approved brand and manufacture on steelgalvanised iron/steel works:-

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (secondcoat)

Painting one thin coat with white lead of approved brandand manufacture on wet or patchy portion of plasteredsurfaces

Finishing with Epoxy paint (two or more coats) at alllocations prepared and applied as per manufacturer’specifications including appropriate priming coat,preparation of surface, etc. complete.

Painting on G.S. sheet with synthetic enamel paintof approved brand and manufacture of required colourto give an even shade : -

New work (tw o or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

With a solution made of 13 gms of hydrochloric acid in asolution of 13 gms each of copper chloride,. coppernitrate and am monium chloride dissolved in a litre of soft water.

Painting (two or more coats) on rain water, soil, wasteand vent pipes and fittings with black anticorrosivebitumastic paint approved brand and manufacture overand including a priming coat of readymixed zincchromate yellow primer on new work : -—

Painting (two or more coats) on rain water, soil, wasteand vent pipes and fittings with synthetic enamel paintof approved brand and manufacture and required colourover a priming coat of approved steel primer on newwork.





New w ork (two or more coats) sqm

sqm

sqm

Two or more coats on new work sqm


sqm




Painting with oil type w ood preservative of approved brand andmanufacture:

Providing and applying two coats of fire retardant paintunthinned on cleaned wood/ ply surface @ 3.5 sqm perlitre per coat including preparation of base surface asper recommendations of manufacturer to make thesurface fire retardant.

Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively.

Wall painting with plastic emulsion paint of approved brand andmanufacture to give an even shade:

Painting with synthetic enamel paint of approved brandand manufacture to give an even shade:

Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an evenshade:

Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade:

Painting with aluminium paint of approved brand andmanufacture to give an even shade .

Painting with acid proof paint of approved brand andmanufacture to give an even shade:

Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an evenshade:




Varnishing with varnish of approved brand and manufacture:

sqm

sqm

French spirit polishing :

Two or more coats on new works including a coat of wood filler. sqm

New w ork sqm

sqm

sqm

Floor painting with floor enamel paint of approved brand andmanufacture of required colour to give an even shade:

Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

Two or more coats glue sizing with spar varnish or an under coat of flatting varnish.

Polishing on wood work with ready mixed wax polish of approved brand and manufacture :

Floor polishing on masonry or concrete floors with waxpolish of approved brand and manufacture.

Lettering with black Japan paint of approved brand andmanufacture

per letter per cm height

Washed stone grit plaster on exterior walls of heightupto 10 M. above ground level in two layers, under layer12mm cement plaster 1:4 (1 cement : 4 coarse sand )furrowing the under layer with scratching tool, applyingcement slurry on the under layer @ 2 Kg of cement persquare metre, top layer 15mm cement plaster 1:1/2:2 (1cement: 1/2 coarse sand : 2 stone chipping 10mmnominal size) in panels with groove all around as perapproved pattern including scrubbing and washing, thetop layer with brushes and water to expose the stonechippings ,complete as per specification and direction of

Engineer-in- charge (Payment for providing grooves shallbe made separately).



15 mm wide and 15 mm deep groove metre

20 mm wide and 15 mm deep groove metre

sqm

sqm

metre

sqm

sqm

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern usingwooden battens, nailed to the under layer includingremoval of wooden battens, repair to the edges of panels and finishing the groove complete as perspecifications and direction of the Engineer-in-charge :

Extra for washed grit plaster on exterior walls of heightmore than 10m from ground level for every additionalheight of 3 m or part thereof.

Extra for washed stone grit plaster on circular work notexceeding 6m in radius (in two coats).

Forming groove of uniform size from 12xl2mm and upto25xl5mm in plastered surface as per approved patternusing wooden battens, nailed to the under layerincluding removal of wooden battens, repairs to theedges of plaster panel and finishing the groove completeas per specifications and direction of the Engineer-in-Charge..

Extra for using white cement in place of ordinary cementin the top layer of the item of washed stone grit, plaster.

Providing and applying 12 mm thick (average) premixedformulated one coat gypsum lightweight plaster havingadditives and light weight aggregates as vermiculite/perlite respectively conforming to IS: 2547 (Part - 1 & II)1976, applied on hacked / uneven background such asbare brick/ block/ RCC work on walls & ceiling at allfloors and locations, finished in smooth line and leveletc. complete.



Rate Rs. Code No

13.1

77.55 13.1.167.65 13.1.2

13.2

90.35 13.2.1

78.55 13.2.2

13.3

110.45 13.3.1

95.10 13.3.2

13.4

82.55 13.4.1

72.70 13.4.2

13.5

96.35 13.5.1

84.55 13.5.2

13.6118.25 13.6.1

102.90 13.6.2

13.7

107.80 13.7.1

97.90 13.7.2

13.8

122.50 13.8.1

110.70 13.8.2

13.9

112.80 13.9.1

154.00 13.9.2



128.50 13.10

111.15 13.11

123.50 13.12

105.65 13.13

123.90 13.14

154.20 13.15

13.16

62.15 13.16.1

85.55 13.17

21.40 13.18

13.19

196.00 13.19.1



188.20 13.20

28.85 13.21

16.80 13.22

13.23

7.40 13.23.1

11.35 13.23.2

13.24

103.75 13.24.1

170.50 13.24.2

13.25

27.50 13.25.1

30.15 13.25.2

17.90 13.25.3

47.20 13.26

16.60 13.27

13.28



1.35 13.28.1

1.45 13.28.2

1.65 13.28.3

2.60 13.28.4

13.29

1.70 13.29.1

1.85 13.29.2

2.05 13.29.3

3.55 13.29.4

3.55 13.30

13.31

45.40 13.31.1

72.90 13.31.2

13.32

62.60 13.32.1

13.33

62.50 13.33.1

112.00 13.33.2

125.95 13.34



13.35

36.45 13.35.1

3.10 13.36

13.37

6.75 13.37.1

2.75 13.38

13.39

9.30 13.39.1

9.10 13.39.2

26.30 13.40

13.41

41.55 13.41.1

13.42

23.55 13.42.1

13.43

17.20 13.43.1

13.44

30.80 13.44.1



13.45

96.25 13.45.1

13.46

50.40 13.46.1

13.47

60.10 13.47.1

13.48

62.25 13.48.1

51.55 13.48.2

53.35 13.48.3

2.60 13.49

13.50

16.55 13.50.1

15.75 13.50.2



16.35 13.56.1

24.35 13.56.2

13.57

12.80 13.57.1

229.80 13.58

14.65 13.59

13.60

40.05 13.60.1

13.61

35.35 13.61.1

13.62

51.30 13.62.1

13.63

28.60 13.63.1

13.64

32.40 13.64.1

13.65

24.80 13.65.1



13.66

37.05 13.66.1

13.67

49.20 13.67.1

50.80 13.67.2

13.68

75.60 13.68.1

13.69

35.80 13.69.1

16.15 13.7

0.90 13.71

262.20 13.72



13.73

13.30 13.73.1

13.65 13.73.2

40.75 13.74

22.90 13.75

13.30 13.76

60.40 13.77

143.10 13.78




14.1

14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) sqm 114.35

14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand). sqm 120.70

14.2

14.2.1 Door chowkhats each 354.45

14.2.2 Window chowkhats each 214.20

14.2.3 Clerestory window chowkhats each 154.60

14.3 each 81.05

14.4

14.4.1 For door/ window/ clerestory window. sqm 204.10

14.5 Renewing glass panes, with putty and nails wherever necessary:

14.5.1 Float glass panes of thickness 4 mm sqm 427.60

14.5.2 Float glass panes of thickness 5.5 mm sqm 545.15

Repairs to plaster of thickness 12mm to 20mm inpatches of area 2.5 sq. metres and under includingcutting the patch in proper shape, raking out jointsand preparing and plastering the surface of the wallscomplete including disposal of rubbish to the

dumping ground within 50metres lead :

Fixing chowkhats in existing opening includingembedding chowkhats in floors or walls cuttingmasonry for holdfasts embedding hold fasts incement concrete blocks with cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) painting two coatsof approved wood preservative to sides of chowkhats

and making good the damages to walls and floors asrequired complete including disposal of rubbish tothe dumping ground within 50 metres lead :

Fixing chowkhat in existing opening in brick / RCCwall with dash fasteners/chemical fastners of

appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each verticalmember and 1 no. on each horizontal member of window chowkhat) including Cost of dash fasteners/chemical fasteners.

Making the opening in brick masonry includingdismantling in floor or walls by cutting masonry andmaking good the damages to walls, flooring and

jambs complete to match existing surface i/cdisposal of mulba/ rubbish to the nearest dumping

ground.



14.6



14.7 Renewing glass panes and refixing existing wooden fillets:



14.8 Supplying and fixing new wooden fillets wherever necessary:

14.8.1 2nd class teak wood fillets metre 16.95

14.8.2 Hollock wood fillets. metre 14.40

14.9 Renewal of old putty of glass panes (length) metre 9.90

14.10 Refixing old glass panes with putty and nails sqm 128.55

14.11 sqm 102.65

14.12 each 113.85

14.13 sqm 116.05

14.14

14.14.1 Red/ white sand stone slabs 30 to 50 mm thick. sqm 322.00

Renewing glass panes, with wooden fillets wherevernecessary:

Fixing old glass panes with wooden fillets (excluding cost of fillets)

Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slabincluding cutting chase and making good andpainting exposed portion of the clamps complete.

Regrading terracing of mud phaska covered withtiles or brick, in cement by dismantling tiles orbricks, removing mud plaster preparing the surfaceof mud phaska to proper slope relaying m ud plastergobri leaping and tiles or bricks, grouted in cementmortar 1:3 (1 cement : 3 fine sand) includingreplacing unserviceable tiles or bricks with new onesand disposal of unservice able material to thedumping ground (the cost of the new tiles or brickexcluded) within 50 metres lead.

Replacing sand stone slabs in roofing laid in cementmortar 1:4 (1 cement: 4 coarse sand) includingnecessary repairs and cement pointing with samemortar complete including disposal of rubbish todumping ground within 50 metres of lead:



14.15

14.15.1 Sal wood battens. cum 28,074.55

14.16

14.16.1 Not exceeding 4.00 metres in length.

14.16.1.1 Sal wood beams cum 28,950.90

14.16.1.2 Hollock wood beams cum 28,831.20

14.16.2 Above 4.00 metres and upto 5.00 metres length.14.16.2.1 Sal wood beams cum 29,400.30

14.16.2.2 Hollock wood beams cum 29,278.20

14.17 sqm 10.85

14.18

14.18.1 With F.P.S. brick tiles sqm 24.90

14.18.2 With modular brick tiles sqm 25.60

14.19 kg 0.80

14.2 metre 34.35

Renewing wooden battens in roofs, including makinggood the holes in wall and painting with oil typewood preservative of approved brand andmanufacture complete including removal of rubbishto the dumping ground within 50 metres lead:

Renewing wooden beams in roofs including makinggood the holes in walls and painting with oil typewood preservative of approved brand andmanufacture complete including removal of rubbishto the dumping ground within 50 metres lead :

Raking out joints in lime or cement mortar andpreparing the surface for re-pointing or replasteringincluding disposal of rubbish to the dumpingground within 50 metres lead.

Flush pointing with cement mortar 1:3( 1 cement : 3fine sand)mixed with 2% of integral water proofing

compound by weight of cement for flat tile bricks ontop of mud phaska:

Taking out wind ties from roof including cuttingout rusted bolts, nuts etc. and removing materialsto any distance within compound and stacking.

Fixing of old wind tie with new fittings includingpainting two or more coats with anticorrosivebitumastic paint of approved brand & manufacturerover and including priming coat of ready mixed zincchromate yellow primer of approved brand.



14.21 kg 77.90

14.22

14.22.1 Wheel 50 mm dia. and below. per wheel 88.15

14.22.2 Wheel above 50 mm dia. per wheel 127.50

EARTH WORK

14.23 kilo litre 40.75

14.24 Mud mortar cum 156.85

BRICK WORK

14.25 Brick work with bricks of class designation 75 in mud mortar cum 1,590.25

WOOD WORK

14.26 Providing and fixing 25 mm thick shutters for cup board etc. :

14.26.1 Panelled or panelled & glazed shutters :

14.26.1.1 sqm 2,400.25

14.26.1.2 sqm 1,563.50

14.26.2 Glazed shutters :

14.26.2.1 sqm 2,538.20

14.26.2.2 sqm 1,638.75

14.27

Renewing bottom rail and/or top runner of collapsiblegate including making good all damages andapplying priming coat of zinc chromate yellow primerof approved brand and manufacturer.

Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the samewith necessary clamps, nuts and bolts/welding anderection etc. complete.

Pumping out water caused by springs, tidal or riverseepage, broken water mains or drains and the like.

Superior class teak wood including nickel plated brightfinished M.S. piano hinges with necessary screws.

Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.

Superior class teak wood including nickel plated brightfinished M.S. piano hinges with necessary screws.

Ist class teak wood including nickel plated bright finished M.S.

piano hinges with necessary screws.

Providing and fixing plain jaffri door and windowshutters including bright or/and black enamelledM.S. butt hinges with necessary screws 35xl0mmlaths placed 35mm apart (frames to be paidseparately) including fixing 50x12mm beadingcomplete with



14.27.1 Second class teak wood. sqm 1,532.40

14.28

14.28.1 20 mm diameter. metre 116.2014.28.2 25 mm diameter. metre 134.75

14.29 kg 44.40

14.30

14.30.1 Sal wood. cum 27,555.70

14.30.2 Hollock wood. cum 27,437.30

14.31

14.31.1 150 mm each 252.85

14.31.2 125 mm each 204.05

14.31.3 100 mm each 142.65

14.32

14.32.1 150 mm each 388.75

14.32.2 125 mm each 271.45

14.32.3 100 mm each 220.45

14.33

14.33.1 250 mm each 106.80

14.33.2 150 mm each 84.10

14.33.3 100 mm each 59.70

14.34 each 127.55

14.35

Providing and fixing curtain rods of 1.25mm thickbrass plates with two brass brackets fixed withbrass screws and wooden plugs etc. wherevernecessary complete.

Providing and fixing M.S. round or square bars withM.S. flats at required spcing in wooden frames of windows and clerestory windows.

Providing joists (karries) including hoisting fixing inposition and applying wood preservative onunexposed surface etc. complete with:

Providing and fixing bright finished brass singleacting spring hinges with necessary screws etc.complete :

Providing and fixing bright finished brass double actingspring hinges with necessary screws etc. complete :

Providing and fixing bright finished brass flush bolts withnecessary screws etc. complete :

Providing and fixing 150 mm bright finished floor brassdoor stopper with rubber cushion, screws etc. to suit shutter thickness complete

Providing and fixing bright finished brass hard drawn hooks andeyes :



14.35.1 300 mm each 54.25

14.35.2 250 mm each 50.30

14.35.3 200 mm each 46.45

14.35.4 150 mm each 43.45

14.35.5 100 mm each 36.00

14.36 each 20.85

14.37 each 20.50

14.38 each 90.20

14.39

each

231.80

14.40

14.40.1 125x70x4 mm (ordinary type) each 69.05

14.40.2 100x70x4 mm (ordinary type) each 58.95

14.40.3 75x65x4 mm (heavy type) each 60.45

14.40.4 75x40x2.5 mm (ordinary type) each 26.20

14.40.5 50x40x2.5 mm (ordinary type) each 16.65

14.41 each 155.85

FINISHING

14.42 White washing with lime to give an even shade :

14.42.1 Old work (two or more coats) sqm 4.10

14.42.2 Old work (one or more coats) sqm 2.55

14.43 sqm 3.20

14.44 sqm 12.35

Providing and fixing bright finished brass fan light pivot withnecessary screws etc. complete.

Providing and fixing 300 mm long bright finished brass chainwith hook for fan light including necessary screws etc. complete.

Providing and fixing bright finished brass quadrant stay300mm long with necessary screws etc. complete.

Providing and fixing bright finished brass helical door spring(superior quality).

Providing and fixing chromium plated brass butt hinges withnecessary screws etc. complete.

Providing and fixing 85x42mm chromium platedbrass pull bolt lock with necessary screws, nuts,bolts and washers etc. complete.

Removing white or colour wash by scrapping andsand papering and preparing the surface smoothincluding necessary repairs to scratches etc.complete

Distempering with dry distemper of approved brandand manufacture (one or more coats) and of required shade on old work to give an even shade.



14.45


14.46 sqm 4.25

14.47


14.48

14.48.1 75 mm diameter pipes metre 11.20

14.49


14.5


14.51




Distempering with oil bound washable distemperof approved brand and manufacture to give aneven shade :

Removing dry or oil bound distemper, water proofingcement paint and the like by scrapping, sandpapering and preparing the surface smooth includingnecessary repairs to scratches etc. complete.

Painting on G.S. sheet with synthetic enamelpaint of approved brand and manufacture of required colour to give an even shade :

Painting (two or more coats) on rain water, soil,waste and vent pipes and fittings with blackanticorrosive bitumastic paint of approved brand andmanufacture over and including a priming coat of ready mixed zinc chromate yellow primer on newwork :

Painting (one or more coats) on rain water, soil,waste and vent pipes and fittings with blackanticorrosive bitumastic paint of approved brand and

manufacture on old work :

Painting (two or more coats) on rain water, soil,waste and vent pipes and fittings with aluminiumpaint of approved brand and manufacture over apriming coat of ready mixed zinc chromate yellowprimer on new work :

Painting (one or more coats) on rain water, soil,waste and vent pipes and fittings with syntheticenamel paint of approved brand and manufactureand required colour on old work :



14.52


14.53

14.53.1 One or more coats on old work. sqm 25.85

14.54


14.55


14.56


14.57


14.58 French spirit polishing :


14.59

14.59.1 Old work sqm 18.25

14.6 0.55

14.61 Sqm 18.80

14.62

14.62.1 32 mm dia each 33.75

Painting with oil type w ood preservative of approved brandand manufacture :

Wall painting with plastic emulsion paint of approvedbrand and manufacture to give an even shade

Painting with synthetic enamel paint of approvedbrand and manufacture of required colour to give aneven shade :

Painting with aluminium paint of approved brand andmanufacture to give an even shade :

Painting with acid proof paint of approved brandand manufacture of required colour to give an evenshade :

Painting with black anti-corrosive bitumasticpaint of approved brand and manufacture to givean even shade :

Polishing on wood work with ready made waxpolish of approved brand and manufacture :

Re-lettering with black Japan paint of approved brand andmanufacture.

Per letter per cm height

Painting (one or more coats) with black Japanpaint of approved brand and manufacture to givean even shade.

Providing and fixing C.P. brass chain and rubber plug completefor sink or wash basin :



14.62.2 40 mm dia each 34.90

14.63


14.64

14.64.1 sqm 27.95

14.65 Finishing walls with textured exterior paint of required shade :

14.65.1 sqm 82.85

14.65.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. sqm 48.60

14.66

14.66.1 sqm 36.30

14.66.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 22.80

14.67

14.67.1 sqm 46.60

14.67.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 29.45

14.68

14.68.1 100 mm diameter pipes sqm 7.05

14.68.2 150 mm diameter pipes sqm 10.05

14.69 Varnishing with varnish of approved brand and manufacture:

14.69.1 One or more coats with copal varnish. sqm 21.00

Distempering with 1st quality acrylic washabledistemper (ready made) of approved manufacturerand of required shade and colour complete, as permanufacturer’s specification.

Finishing walls with water proofing cement paint of requiredshade :

Old work (one or more coats applied @ 2.20 kg/10sqm) over priming coat of primer applied @ 0.80litrs/10 sqm complete including cost of Priming coat.

Old work (Two or more coats on existing cement paintsurface applied @ 3.28 ltr/10 sqm.

Finishing walls with Acrylic Smooth exterior paint of requiredshade :

Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) onexisting cement paint surface).

Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade

Old work (Two or more coats applied @ 1.43ltr/10sqm ) over existing cement paint surface.

Painting (one or more coats) on rain water, soil,waste and vent pipes and fittings with black

anticorrosive bitumastic paint of approved brand andmanufacture on old work :



14.69.2 One or more coats with spar varnish. sqm 21.90

14.70 Melamine polishing on wood work (one or more coat). sqm 45.15

14.71 sqm 18.90

14.72 82.70

Note: -

Varnishing with flatting varnish of approved brand andmanufacture one or more coats on old work.

Providing and fixing double scaffolding system (cup lock type) onthe exterior side, upto seven story height made with 40mm dia.M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tubechallies, M.S. clamps and M.S. staircase system in the scaffoldingfor working platform etc. and maintaining it in a serviceablecondition for the required duration as approved and removing itthere after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essentialsafety features for the workmen etc. complete as per directionsand approval of Engineer-in-charge .The elevational area of thescaffolding shall be measured for payment purpose .The paymentwill be made once irrespective of duration of scaffolding. (To beused for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.)

This item to be used for maintenance work judicially, necessarydeduction for scaffolding in the existing item to be done.



DISMANTLING AND DEMOLISHING

Description Unit

cum

1:3:6 or richer mix cum

1:4:8 or leaner mix cum

cum

cum

sqm

kg

Demolishing brick work manually/ by mechanical means including

In mud mortar cum

In lime mortar with old mughal bricks cum

In lime mortar cum

In cement mortar cum

From brick work in mud mortar 1000 nos

From brick work in lime mortar 1000 nos

From brick work in cement mortar 1000 nos

Demolishing lime concrete manually/ by mechanical means anddisposal of material within 50 metres lead as per direction of Engineer in charge.

Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer in charge.

Demolishing R .C.C. work, including stacking of steel bars anddisposal o f unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing R.B. work manually / by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcem ent bars manually / by mechanical meansin R.C.C. or R .B. work (Payment shall be made on the cross sectionalarea of R.C.C. or R.B. work) as per direction of Engineer - in -charge.

Extra for scrapping, cleaning and straightening reinforcement fromR.C.C. or R.B. work

Removing mortar from bricks and cleaning bricks includingstacking within a lead of 50 m (stacks of cleaned bricks shall bemeasured) :



In lime mortar cum


In lime mortar cum


In lime mortar cum


Of area 3 sq. metres and below each

Of area beyond 3 sq. metres each

Of area 3 sq. metres and below each

Of area beyond 3 sq. metres each

Of sectional area 40 square centimetres and above. cum

Of sectional area below 40 square centimetres. metre

Of sectional area 40 square centimetres and above.

Demolishing stone rubble masonry manually/by machanical meansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer-in-charge:

Dismantling dressed stone work ashlar face stone work,marble work or precast concrete work manually/by machanical means including stacking of serviceable anddisposal of unserviceable material within 50 metres leadas per direction of Engineer-in-charge:

Removing mortar from and cleaning stones and concrete

articles (net quantity of stacks of cleaned m aterial willbe measured):

Dismantling doors, windows and clerestory windows(steel or wood) shutter including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metreslead :

Taking out doors, windows and clerestory window shutters (steelor wood) including stacking within 50 metres lead:

Dismantling wood work in frames, trusses, purlins and rafters up to10 metres span and 5 metres height including stacking the materialwithin 50 metres lead:

Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres :

Cum per metre span



Of sectional area below 40 square centimetres.

Of sectional area 40 square centimetres and above.

Of sectional area below 40 square centimetres.

R.S. Joists kg

Channels, angles, tees and flats kg

kg

kg

Extra for marking of structural steel work required to be re-erected. kg

For thickness of tiles 10 mm to 25 mm sqm

For thickness of tiles above 25 mm and up to 40 mm sqm

Cum per metre span

Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres :

Cum per metre height

Cum per metre height

Dismantling steel work in single sections including dismemberingand stacking w ithin 50 metres lead in:

Dismantling steel work in built up sections in angles,tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. Includingdismembering and stacking within 50metres lead.

Dismantling steel work manually/ by mechanical means in builtup sections without dismembering and stacking within 50 metreslead as per direction of Engineer-in-charge.

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres

kg permetrespan

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres.

Kg per metreht

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.



cum

sqm

sqm

cum

G.S. Sheet sqm

Asbestos sheet sqm

cum

sqm

sqm

sqm

metre

Demolishing dry brick pitching in floors, drains etc. includingstacking serviceable material and disposal of unserviceablematerial within 50 metres lead :

Dismantling stone slab flooring laid in cement mortar includingstacking of serviceable material and disposal of unserviceablematerial within 50 metres lead.

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50metres lead.

Demolishing mud phaska in terracing and disposal of material within50 metres lead.

Dismantling roofing including ridges, hips valleys and gutters etc., andstacking the material within 50 metres lead of:

Dismantling stone slab roofing over wooden karries orR.C.C. battens (dismantling karries and battens to bepaid for separately) including stacking of serviceablematerial and disposal of unserviceable material within50 metres lead.

Dismantling jack arch roofing and floors including

stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Dismantling tiled roofing with battens boarding etc.complete including stacking of serviceable material anddisposal of unserviceable material within 50 metres lead.

Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceablematerial and disposal of unserviceable material within

50 metres lead.

Dismantling wooden ballies in posts and struts including stackingwithin 50 metres lead.

Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in baseof :



T’ or ‘L’ iron or pipe each

R.C.C. each

each

kg

sqm

sqm

Up to 10 mm thick sqm

Thickness above 10 mm up to 25 mm sqm


Thickness up to 40 mm sqm


sqm

75 to 80 mm dia pipe. metre

100 mm dia pipe metre

150 mm dia pipe metre

Cutting baillies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within50 metres lead.

Dismantling barbed wire or flexible wire rope in fencingincluding making rolls and stacking within 50 metres lead.

Dismantling wooden trellis work excluding framesbut including stacking the serviceable material within50 metres lead.

Dismantling expanded metal or I.R.C. fabrics withnecessary battens and beading including stacking the

serviceable material within 50 metres lead.

Dism antling wooden boardings in lining of walls andpartitions, excluding supporting members but includmgstacking within 50 metres lead :

Dismantling precast conerete or stone slab in walls,partition walls etc, including stacking within 50 metreslead.

Dismantling cement asbestos, Celotax or other hardboard ceiling or partition walls including stacking of serviceable materials and disposal of unserviceablematerials within 50 metres lead.

Dismantling C.I. or asbestos rain water pipe with fittings

and clamps including stacking the material within 50metres lead :



Water bound macadam road sqm

bituminous road sqm

15 mm to 40 mm nominal bore metre

Above 40 mm nominal bore metre

Up to 150 mm diameter metre

Above 150 mm dia up to 300 mm dia. metre

Above 300 mm diameter metre





Dismantling manually / by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50metres lead as perdirection of Engineer-in-charge :

Dismantling G.I. pipes (external work) includingexcavation and refilling trenches after taking out thepipes manually / by machanical means includingstacking of pipes within 50 metres lead as per directionof Engineer-in-charge :

Dismantling C.I. pipes including excavation and refillingtrenches after taking out the pipes manually / by

machanical means, breaking lead caulked joints, meltingof lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as perdirection of Engineer-in-charge:

Dism antling steel cylinder R.C. pipes includingexcavation and refilling trenches after taking out thepipes manually/ by machanical maeans breaking lead

caulked joints, melting of lead and making into blocksincluding stacking of pipes and lead at site within 50metres lead as per direction of Engineer-in-charge:

Dismantling asbestos cement pressure pipes includingexcavation and refilling trenches after taking out thepipes manually / by mechanical means and stackingpipes within 50 metres lead as per direction of Engineer-in-charge:



each

each

each

each

each

Up to 150 mm diameter each

Above 150 mm diameter each

each

120 x 120 cm (outside to outside) each



Taking out C .I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually / by mechanical means andstacking of usefull materials near the site and disposal of unserviceable materials within 50 metres lead as perdirection of Engineer-in-charge.

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes includingdemolishing of R.C.C. work manually/ by mechanicalmeans and stacking of useful materials near the site anddisposal of unserviceable materials within 50 metreslead as per direction of Engineer-in-charge.

Dismantling of R.C.C. spun vent shaft includingexcavating the cement concrete pit completely, taking

out the shaft, refilling the excavated gap, stacking theuseful materials near the site and disposal of unserviceable materials within 50 metres lead.

Dismantling of road gully chamber of various sizesincluding C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres leadincluding refilling the excavated gap.

Dismantling of flushing cistern of any size including

stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres

Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead.

Dismantling of cement concrete platform along withcurtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead :



sqm

sqm

cum

cum

Dismantling old plaster or skirting raking out joints andcleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Dismantling aluminium/ Gypsum partitions, doors,windows, fixed glazing and false ceiling includingdisposal of unserviceable surplus m aterial and

stacking of serviceable material with in 50 meters leadas directed by Engineer-in-charge.

Demolishing C.C. /R.C.C. work by mechanical means andstockpiling at designated locations and disposal of dismantled materials upto a lead of 1000m, stackingserviceable and unserviceable material separatelyincluding cutting reinforcement bars.

Dismantling of flexible pavement (bituminous courses)

by mechanical means and disposal of dismantledmaterial upto a lead of 1000 metres, as per directionof Engineer-in-charge.



Rate Rs. Code No

128.45 15.1

15.2

368.45 15.2.1

226.90 15.2.2

537.55 15.3

479.85 15.4

176.35 15.5

1.45 15.6

15.7

106.45 15.7.1

268.25 15.7.2

128.45 15.7.3

310.75 15.7.4

15.8

696.25 15.8.1

801.80 15.8.2

998.80 15.8.3



15.9

175.05 15.9.1

370.75 15.9.2

15.10

221.55 15.10.1

433.60 15.10.2

15.11

71.65 15.11.1

103.55 15.11.2

15.12

54.60 15.12.1

75.35 15.12.2

15.13

21.40 15.13.1

28.25 15.13.2

15.14

658.65 15.14.1

2.65 15.14.2

15.15

95.55 15.15.1



0.25 15.15.2

15.16

135.20 15.16.1

0.50 15.16.2

15.17

0.50 15.17.1

0.35 15.17.2

0.85 15.18

0.60 15.19

0.15 15.20

0.15 15.21

0.65 15.22

15.23

10.90 15.23.1

16.60 15.23.2



199.55 15.24

40.50 15.25

15.45 15.26

137.90 15.27

15.28

24.70 15.28.1

11.75 15.28.2

405.25 15.29

38.65 15.30

32.05 15.31

8.90 15.32

3.15 15.33

15.34



15.43

34.30 15.43.1

66.30 15.43.2

15.44

24.90 15.44.1

29.05 15.44.2

15.45

63.45 15.45.1

86.00 15.45.2

113.20 15.45.3

15.46

113.20 15.46.1

279.20 15.46.2

15.47

49.85 15.47.1

60.65 15.47.2



110.35 15.48

65.05 15.49

711.50 15.50

149.50 15.51

143.35 15.52

15.53

52.70 15.53.1

178.50 15.53.2

105.70 15.54

15.55

166.60 15.55.1

255.65 15.55.2

361.65 15.55.3



8.20 15.56

8.65 15.57

731.05 15.58

106.20 15.59




16.1 sqm 33.90

16.2 cum 4.50

16.3 Supplying and stacking at site.

16.3.1 90 mm to 45 mm size stone aggregate. cum 742.30

16.3.2 63 mm to 45 mm size stone aggregate. cum 768.45

16.3.3 53 mm to 22.4 mm size stone aggregate. cum 810.55

16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. cum 398.20


16.3.6 Stone screening 13.2 mm nominal size (Type A). cum 892.25

16.3.7 Stone screening 11.2 mm nominal size (Type B). cum 979.40

16.3.8 Red bajri cum 654.15

16.3.9 Good earth. cum 144.05

16.3.10 Moorum. cum 421.85

16.4 cum 192.55

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavatingearth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including makinggood the undulations etc. and re-rolling the sub gradeand disposal of surplus earth lead upto 50 metres.

Extra for compaction of earth work inembankment under optimum moistureconditions to give at least 95% of themaximum dry density (proctor density).

Laying , spreading and compacting stoneaggregate of specified sizes to WBMspecifications including spreading in uniformthickness, hand picking , rolling with 3wheeled road / vibratory roller 8-10 tonne in

stages to proper grade and camber, applyingand brooming requisite type of screening /binding material to fillup interstices of

coarse aggregate watering and compactingto the required density.



16.5



16.6

16.6.1 With road roller/ hand roller. sqm 6.70

16.7

16.7.1 With F.P.S. bricks of class designation 75 metre 52.35

16.8

16.8.1 With F.P.S. bricks of class designation 75 metre 14.90

16.9 sqm 6.45

16.10 sqm 69.95

16.11 sqm 211.10

Laying water bound macadam sub-base withbrick agrregate and blinding material, earthetc.including screening, sorting andspreading to template and consolidation withlight power road-roller etc.complete.(payment for brick aggregate and moorum

etc. to be made separately)

Supplying, stacking and Spreading 6 mmthick red bajri, watering and rolling completeincluding preparation of the surface androlling.

Brick edging in full brick width and half brick depthincluding excavation, refilling and disposal of surplusearth lead upto 50 metres.

Brick edging laid lengthwise with half brick depthincluding excavation, refilling and disposal of surplusearth lead upto 50 metres :

Scarifying metalled (water-bound) roadsurface including disposal of rubbish leadupto 50m and consolidation of the aggregatereceived from scarifying with power roadroller of 8 to l0 tonne capacity.

Making bajri path including preparation of subgrade, supplying and laying brickaggregate of 50mm nominal size 7.5 cm

deep with blinding material consisting of 12mm moorum and 12 mm red bajriconsolidated with road roller.

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.



16.12

16.12.1 With F.P.S. bricks of class designation 75 sqm 183.55

16.13

16.13.1 bituminous portion cum 1081.80

16.13.2 Water bound macadam. cum 572.45

16.14 sqm 53.25

FENCING

16.15 Supplying at site :

16.15.1 cum 11547.90

16.15.2 kg 46.50

16.16 each set 88.15

Dry brick pitching half brick thick in drains includingsupply of bricks and preparing the surface complete :

Cutting road and making good the same includingsupply of extra quantities of materials i.e. aggregate,moorum screening, red bajri and labour required.

Cutting bajri paths and making good the sameincluding supply of extra quantities of brick aggregate,moorum and red bajri required.

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3graded stone aggregate 12.5 mm nominalsize) with wooden plugs or 6mm bar nibs,wherever required as per direction of Engineer-in-charge cost of earth works inexcavation, concrete works to be paidseparately).

Welded steel wire fabric of required widthrectangular mesh painted with two or morecoats of enamel paint of approved shade overa coat of primer (Priming and Painting to bepaid for separately.)

Supplying and fixing turn buckles and straining bolts for barbed wire fencing.



16.17

16.17.1 With G.I. barbed wire metre 5.85

16.18

16.18.1 With G.I. barbed wire metre 8.45

16.19 Kg. 43.35

Fencing with R.C.C. post placed at requireddistance, embedded in cement concreteblocks, every 15th post, last but one end postand corner post shall be strutted on bothsides and end post one side only, providedwith horizontal lines and two diagonals of

barbed wire 9.38 kg per 100 metres (min)between the two posts fitted and fixed withG.I. staples on wooden plugs or G.I. bindingwire tied to 6 mm bar nibs fixed while castingthe post (cost of R.C.C. posts, struts, earthwork and concrete to be paid forseparately) :- Payment to be made per metrecost of total length of barbed wire used.

Fencing with angle iron post placed at required distanceembedded in cement concrete blocks, every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and providedwith horizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire 9.38 kg per 100 m(minimum) between the two posts fitted and fixed withG.I. staples, turn buckles etc. complete. (Cost of posts,struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of totallength of barbed wire used.

Supplying at site Angle iron post & strut of required size including bottom to be split andbent at right angle in opposite direction for10 cm length and drilling holes upto 10 mmdia. etc.. complete.



16.20 sqm 11.50

ROAD SIGNS

16.21 Engraving letters in hard stone 1.55

16.22 each 77.10

16.23 each 258.15

welded steel wire fabric fencing with posts of specified material and of standard designplaced and embedded in cement concreteblocks 45x45x60cm of mix 1:5:10 (1cement:5 fine sand : 10 graded stoneaggregate 40mm nominal size) every 15th

post, last but one end post and corner postshall be strutted on both sides and end poston one side only and struts embedded incement concrete blocks 70x45x50cm of thesame mix, provided with welded steel wirefabric fixed between the posts fitted andfixed with G.I. staples on wooden plugs ortied to 6 mm bar nibs with G.I. binding wire(cost of posts, welded steel wire fabric,painting, earth work in excavation andconcrete to be paid for separately):

per cm height per letter

Providing and fixing 15xl5x90cm boundarystone of hard stone with top 30 cm chiseldressed on all four sides and on top (cost of

excavation, refilling and concrete etc. to bepaid for separately).

Providing and fixing 15cm dia at top 20cm atbottom and 90cm high precast reinforcedcement concrete 1:1.5:3 (1 cement: 1.5coarse sand : 3 graded stone aggregate20mm nominal size) boundary stone as perstandard design including finishing smoothwith cement mortar 1:3 (1 cement: 3 finesand) (cost of excavation, refilling and

concreting to be paid for separately).



16.24

16.24.1 35x111x25 cm size. each 1094.45

16.24.2 50x152.5x25 cm size. each 1565.50

16.24.3 35x93.5x18 cm size. each 740.20

SURFACE DRESSING

16.25 sqm 89.40

16.26 sqm 121.15

16.27 sqm 74.05

Providing and fixing precast reinforcedcement concrete 1:1.5:3 (1 cement: 1.5coarse sand : 3 graded stone aggregate20mm nominal size) kilometre stone as perstandard design including finishing smooth in1:3 cement mortar (1 cement: 3 fine sand)

but excluding the cost of earth work,concrete in foundation, painting and letteringetc. which shall be paid for separately.

Surface dressing on new surface with paving

bitumen of grade A -90/S-90 of approvedquality using 2.25 Kg of bitumen per sqmwith 1.65 cum of stone chippings 13.2 mmnominal size per 100 sem of road surfaceincluding consolidation with road roller of 6 to8 tonne capacity etc. complete:

Surface dressing on new surface in two coatswith bitumen of grade A-90/S-90 of approvedquality using 1.8kg.of bitumen per sqm with

1.5cum of stone chippings 13.2mm nominalsize per 100 sqm of road surface for first coatand 1.1kg. of bitumen per sqm. with 1.00 cu.metre of stone chippings 11.2mm nominalsize per 100 sqm. of road surface for secondcoat including consolidation of each coatseparately with road roller of 6 to 8 tonnecapacity etc. complete.

Surface dressing on old surface with hotbitumen of grade A-90/ S-90 of approvedquality using 1.95 kg of bitumen per sqm .with 1.50 cum of stone chippings 11.2 mmnominal size per 100 sqm of road surfaceincluding consolidation with road roller of 6 to8 tonne capacity, etc. complete.



16.28

16.28.1 sqm 70.10

16.29

16.29.1 sqm 44.85

PREMIX CARPET

16.3

16.30.1 On W.B.M. @ 0.75 Kg / sqm. sqm 23.90

16.30.2 On bituminous surface @ 0.50 Kg / sqm. sqm 17.15

16.31

16.31.1 On W.B.M @ 0.4kg/sqm. sqm 18.00

16.31.2 On bituminous surface @ 0.25kg/sqm. sqm 12.35

Surface dressing one coat on new surfacewith bitumen of specified grade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone chippings 13.2 mm nominal size per100 sqm. of road surface includingconsolidation with road roller of 6 to 8 tonne

capacity , etc. complete :

Using bitumen emulsion (minimum 50% bitumencontent -RS grade conforming to IS : 8887).

Surface dressing one coat on old surface withbitumen of specified grade at the rate of 1.22kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per100 sqm. of road surface including

consolidation with road roller of 6 to 8 tonnecapacity etc. complete :

Using bitumen emulsion (minimum 50% bitumencontent -RS grade conforming to IS : 8887).

Providing and applying tack coat using hot straight run bitumen of grade 80/ 100 including heating the bitumen,spraying the bitumen with mechanically operated sprayunit fitted on bitumen boiler, cleaning and preparing

the existing road surface as per specifications :

Providing and applying tack coat usingbitumen emulsion (Rapid Setting) complyingwith IS 8887-1995, spraying the bitumenemulsion with mechanically operated sprayunit, cleaning and preparing the existing

road surface as per specifications:



16.32

16.32.1 sqm 81.95

16.32.2 With paving Asphalt 60/70 with no solvent sqm 81.00

16.32.3 sqm 87.80

16.33

16.33.1 sqm 100.35

16.33.2 With paving Asphalt 60/70 with no solvent sqm 99.15

16.33.3 sqm 107.65

Note : Use of this item shall be restricted only forsites at sub zero temperature or for emergencyapplications.

2 cm premix carpet surfacing with 1.8 cum

and 0.90 cum of stone chippings of 13.2 mmsize and 11.2 mm size respectively per 100sqm. and 52 kg. and 56 kg. of hot bitumenper cum of stone chippings of 13.2 mm and11.2 mm size respectively including a tackcoat with hot straight run bitumen includingconsolidation with road roller of 6 to 9tonne capacity etc. complete: (tack coat tobe paid for separately).

With paving Asphalt 80 /100 heated and then mixed

with solvent at the rate of 70 grams per kg of asphalt.

With Refinery Modified Bitumen CRMB 55conforming to IRC : SP : 53-1999.

2.5 cm premix carpet surfacing with 1.8 cumand 0.90 cum of stone chippings of 13.2 mmsize and 11.2 mm size respectively per 100sqm. and 52 kg. and 56 kg. of hot bitumenper cum of stone chippings of 13.2 mm and

11.2 mm size respectively including a tackcoat with hot straight run bitumen includingconsolidation with road roller of 6 to 9tonne capacity etc. complete: (tack coat tobe paid for separately).

With paving Asphalt 80/100 heated and thenmixed with solvent at the rate of 70 gramsper kg of asphalt.

With Refinery Modified Bitumen CRMB 55conforming to IRC: SP: 53-1999.



16.34 sqm 81.95

16.35 sqm 101.15

16.36

16.36.1 sqm 219.75

16.36.2 sqm 311.60

2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per100 sqm and bitumen emulsion (mediumsetting min. 65% bitumen content)complying with IS : 8887-1995 using 96kgper cum of chipping including consolidation

with road roller of 6 to 9 tonne capacity etc.complete.

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100sqm and bitumen emulsion (mediumsetting min. 65% bitumen contents)complying with IS : 8887-1995 using 96 kgper cum of chippings of road surfaceincluding consolidation with road roller etccomplete

Providing and laying Bitumen PenetrationMacadam with hard stone aggregate of quality, size and grading as specified, withbitumen of suitable penetration gradeincluding required key aggregate asspecified, spreading coarse aggregate withthe help of self propelled / tipper tailmounted aggregate spreader and applyingbitumen by a pressure distributor and thenspreading key aggregate with the help of

aggregate spreader complete includingconsolidation with road roller of minimum 8to 10 tonne capacity to achieve specifiedvalues of compaction and surface accuracy :

For 50mm compacted thickness using coarseaggregate of size 50-20 mm graded @ 0.60cum per 10 sqm key aggregate of size 12.5mm graded @ 0.15 cum per 10 sqm. Withpaving asphalt 80/100 @ 50 kg/10 sqm.

For 75 mm compacted thickness in two layersusing stone aggregate of size 63-41 mmgraded @ 0.90 cum per 10 sqm keyaggregate of size 20.0 mm graded @ 0.18cum per 10 sqm. With paving asphalt 80/100@ 68 kg/10 sqm.



MASTIC AND BITUMASTIC WEARING COURSE

16.37

16.37.1 25mm thick. sqm 493.45

16.37.2 40 mm thick sqm 789.50

16.38

16.38.1 sqm 134.45

16.38.2 With paving Asphalt 60/70. sqm 132.50

16.38.3 sqm 146.80

Providing and laying bitumen mastic wearingcourse (as per specifications) with industrialbitumen of grade 85/25 conforming to IS :702 prepared by using mastic cooker and laidto required level and slope includingproviding antiskid surface with bitumenprecoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per10 sqm and at approximate spacing of 10cmcentre to centre in both directions, pressedinto surface protruding 1mm to 4mm overmastic surface, including cleaning thesurface, removal of debris etc. all complete.(Considering bitumen using 10.2% as per

MORTH specification.)

2.5 cm thick bitumastic sheet with hotbitumen of approved quality using stonechippings (60% 12.5 mm nominal size and40% 10 mm nominal size) @ 1.65 cum per100 sqm and coarse sand at 1.65 cum per

100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128kg/cum, of sand over a tack coat with hotstraight run bitumen including consolidationwith road roller of 8 to 10 tonne etc.complete, (tack coat to be paid separately):

With paving Asphalt 80/100 heated and thenmixed with solvent at the rate of 70 gramsper kg of asphalt.

With Refinery Modified Bitumen CRMB 55conforming to IRC: SP : 53-1999.



16.39

16.39.1 sqm 208.10

16.39.2 With paving asphalt 60/70 with no solvent sqm 205.00

16.39.3 sqm 227.60

SEAL COAT

16.40 sqm 36.85

16.41 sqm 50.00

4 cm thick bitumastic sheet with hotbitumen of approved quality using stonechippings (60% 12.5mm nominal size and40% 10mm nominal size) @ 2.60cum per 100sqm and coarse sand at 2.60cum per 100sqm of road surface and with bitumen @ 56

kg/cum, of stone chippings and at 128kg/cum of sand over a tack coat with hotstraight run bitumen including consolidationwith road roller of 8 to 10 tonne etc.complete, (tack coat to be paid separately):

With paving Asphalt 80/100 heated and then mixedwith solvent at the rate of 70 grams per kg of asphalt.

With Refinery Modified Bitumen CRMB 55conforming to IRC: SP : 53-1999.

Providing and laying seal coat of premixedfine aggregate ( passing 2.36 mm andretained on 180 micron sieve) with bitumenusing 128 kg of bitumen of grade 80 /100bitumen per cum of fine aggregate and0.60cum of fine aggregate per 100 sqm of

road surface including rolling and finishingwithroad roller all complete.

Providing and laying seal coat over preparedsurface of road with bitumen heated inbitumen boiler fitted with the spray setspraying using 98 kg of bitumen of grade80/100 and blinding surface with 0.90cum of stone aggregate of 6.7 mm size (Passing11.2mm sieve and retained on 2.36mmsieve) per 100 sqm of road surface including

rolling and finishing with power road roller allcomplete.

Note : Seal coat items to be operated only with theprior approval of Chief Engineer concerned.



CONCRETE PAVEMENT

16.42 cum 3262.05

16.43 cum 3692.40

16.44 litre 33.70

16.45 2.00

16.46

Cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 40 mmnominal size) in pavements, laid to requiredslope and camber in panels as requiredincluding consolidation finishing and tamping

complete.

Providing and laying design mix cementconcrete in roads, taxi tracks and runwayshaving a minimum works test beam flexuralstrength of 30 kg. per sq. cm at 28 daysusing not less than 340 Kg. of cement percum of finished concrete, coarse sand andgraded stone aggregate of 40mm nominalsize in appropriate proportions as perspecified design criteria approved by

Engineer-in-charge,mechanically. vibratedusing needle and surface vibrators includingsteel form work with sturdy M- S. channelsections including curing and providing andfilling construction joints and dummy jointswith approved joint filter Primer orequivalent including rounding of the edgesand filling the grooves 10x25mm deep at topfor construction joints and 10mmx50mmdeep at top for dummy joints with jointsealing compound (conforming to grade B of IS : 1834) including making necessary

arrangements for expansion joints etc. allcomplete.

Extra for providing and mixing hardeningcompound of approved quality as permanufacturer’s specification in cementconcrete.

Providing and fixing in position pre-moulded joint filler in expansion joints.

Per cm depth per cm width per m length

Providing and laying in position bitumen hot sealingcompound for expansion joints etc.



16.46.1 Using grade ‘A’ sealing compound. 1.10

PAINTING ROAD / RUNWAY MARKING

16.47

16.47.1 New work (Two or more coats) sqm 70.15

16.47.2 Old work (One or more coats) sqm 43.10

16.48

16.48.1 New work (Two or more coats). sqm 58.10

16.48.2 Old work (One or more coats) sqm 37.40

MISCELLANEOUS

16.49 each 1034.60

Per cm depth per cm width per m length

Painting runway/taxi track/apron markingwith adequate no. of coats to give uniformfinish with road marking paint of superiormake as approved by the Engineer-in-chargei/c cleaning the surface of all dirt, scales, oil,grease and other foreign material etc. andlining out complete.

Painting road surface marking withadequate no. of coats to give uniform finishwith ready mixed road marking paintconforming to IS : 164, on bituminous surfacein white/yellow shade including cleaning thesurface of all dirt, scales, oil, grease andforeign material etc. complete.

Making bell mouth opening/ entrance of size100x50x50cm for drainage pipe underfootpath including providing cement concrete1:3:6 (1 cement: 3 coarse sand : 6 gradedstone aggregate 20mm nominal size) forshape of bell mouth including plasteringproviding and fixing precast R.C.C./ S.F.R.C.slab including plastering with cement mortar1:3 (1 cement: 3 fine sand) of 6 mm

thickness on exposed surface of the slab &bell mouth including centring, shuttering &neat cement punning inside the bell mouthetc. all complete.



16.50 each 536.60

16.51

16.51.1 Minimum thickness 15 cm. cum 323.20

16.52 cum 3138.55

NEW ITEMS/ MODIFIED ITEMS

Providing and fixing Glow studs of size100x20 mm made of heavy duty body shallbe moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABShaving electronically welded micro- prismaticlens with abrasion resistant coating as

approved by Engineer in charge. The glowstud shall support a load of 13635 kg testedin accordance with ASTM D4280. The slope of retroreflective surface shall be 35 +/-5degrees to base .The reflective panels onboth sides with at least 12 cm of reflectivearea up each side. The luminance intensityshould be as per the specificatio n andshall be tested as described in ASTM I:809 as recommended in BS : 873 part 4 :1973. The studs shall be fixed to the Roadsurface using the adhesive conform ing to

IS, as per procedure recommended by themanufacturer complete and as per directionof Engineer-in-charge.

Preparation of sub-base road pavement withcommercial dry lime (slaked), fly ashstabilised soil with a mix of 3% lime, 12% flyash and 85% local suitable soil by weight, so

as to achieve minimum field C.B.R. of 20including mixing, rolling with road rollercuring etc. all complete.

Providing and fixing precast lime fly ashconcrete blocks 1:2:3:6 (1 lime : 2 fly ash : 3coarse sand : 6 graded stone aggregate 20mm nominal size) including finishing with10mm thick cement mortar 1:3 (1 cement: 3coarse sand) in foot paths including

preparation of sub grade with a handrammer, laying 10 mm thick leveling courseof fine sand (jamuna sand) and filling the

joints with fine sand.



16.53 metre 180.25

16.54

16.54.1 cum 5584.60

Providing and fixing concertina coil fencingwith required dia 610 mm (having 50 nos.round per 6 metre length) upto 3m height of wall with existing angle iron ‘Y’ shapedplaced 2.4 m or 3.00 m apart and with 9horizontal R.B.T. stud tied with G.I. staples

and G.I. clips to retain horizontal includingnecessary bolts or G.I. barbed wire tied toangle iron all complete as per direction of Engineer-in-charge with reinforced barbedtape (R.B.T.) / Spring core (2.5mm thick) wireof high tensile strength of 165 kg/ sq.mm.with tape (0.52 mm thick) of Supreme makeor equivalent and weight 43.478gm/ metre(cost of M.S. angle, C.C. blocks shall be paidseparately)

Providing and laying Dense Bituminousmacadam on prepared surface withspecified graded crushed stone aggregatefor profile corrective base/ binding courseincluding loading of aggregate with FEloader and hot mixing of stone aggregate,filler and bitumen in hot mix plant,transporting the mixed material by tippers topaver and laying the mixed material withpaver finisher fitted with electronic sensingdevice to the required level and grade and

rolling by road roller as per MORTHspecifications, to achieve the desired density,but excluding the cost of primer / tack coat.

50/75mm average compacted thicknesswith bitumen of 60/70 grade @ 5%(percentage by weight of total mix) and limefiller @ 2% (percentage by weight of Aggregate).



16.55

16.55.1 cum 4450.85

16.56

16.56.1 cum 5856.05

Providing and laying Bituminous Macadam onprepared surface with specified gradedcrushed stone aggregate for profile correctivebase/ binder course including loading of aggregate with F.E. loader , hot mixing of stone aggregates and bitumen in hot mix

plant, transporting the mixed material bytippers to paver and laying the mixedmaterial with paver finisher fitted withelectronic sensing device to the requiredlevel and grade and rolling with road rollers,as per MORTH specification to achieve thedesired density and compaction butexcluding the cost of primer/ tack coat.

50mm / 75mm average compacted thickness with

bitumen of 60/70 grade @ 3.5% (Percentage byweight of total mix)

Providing and laying Dense Bituminousconcrete on prepared surface with specifiedgraded stone aggregate for wearing courseincluding loading of aggregate with F.E.loader , and hot mixing of bitum en with fillerand stone aggregate in hot mix plant ,transporting the mixed material by tippers topaver and laying the mixed material with

mechanical paver finisher fitted withelectronic sensing device to the requiredlevel and grade and rolling with road rollers,as per MORTH specification, to achieve thedesired density and compaction butexcluding cost of primer/ tack coat.

40 mm/50mm compacted thickness with bitumen of grade 60/ 70 @ 5.5% and lime @3% (percentage byweight of total mix).



16.57

16.57.1 cum 6323.40

16.58

16.58.1 cum 6881.20

Providing and laying Dense B itum inousConcrete on prepared surface withspecified graded stone aggregate forwearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate in

hot mix plant, transporting the mixedmaterial by tippers to paver and laying themixed material with mechanical paverfinisher fitted with electronic sensing deviceto the required level and grade and rollingwith road rollers, as per MORTH

specifications, to achieve the desired densityand compaction but excluding cost of primer/tack coat.

40 mm/50mm compacted thickness with

bitumen of grade CRMB - 60 @ 5.5% and lime@3% (percentage by weight of total mix).

Providing and laying Dense BituminousConcrete on prepared surface withspecified graded stone aggregate forwearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate inhot mix plant, transporting the mixedmaterial by tippers to paver and laying themixed material with mechanical paverfinisher fitted with electronic sensing deviceto the required level and grade “androlling with road rollers, as per MORTHspecifications, to achieve the desired densityand compaction but excluding cost of primer/tack coat.

40 mm/50mm compacted thickness withbitumen of grade PMB - 40 @ 5.5% and lime@3% (percentage by weight of total mix).



16.59

16.59.1 sqm 3778.70

16.59.2 sqm 2618.70

Manufacturing supplying and fixing retroreflective sign boards made up of 2mm thickaluminium sheet, face to be fully coveredwith high intensity encapsulated type heatactivated retro reflective sheetingconforming to type - IV of ASTM-D 4956-01 in

blue and silver white or other colourcombination including subject matter,message (bi-lingual), symbols and bordersetc. as per IRC ; 67:2001, pasted on substrateby an adhesive backing which shall beactivated by applying heat and pressureconforming to class -2 of ASTM-D-4956-01and fixing the same with suitable sizedaluminium alloy rivets @ 20 cm c/c to backsupport frame of M.S. angle iron of size25x25x3 mm alongwith theft resistantmeasures, mounted and fixed with 2 Nos.

M.S. angles of size 35x35x5 mm to a verticalpost made up of M.S. Tee section ISMT50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end andincluding making holes in pipes, angles flats,providing & fixing M.S. message plate of required size steel work to be painted withtwo or more coats of synthetic enamelpaint of required shade and of approvedbrand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-TeeMandatory/ R egulatory sign boards of

900mm dia- metre withpart as lengt h of 3750mm.

Cautionary /warning sign boards of equilateral triangular shape having each sideof 900mm with support length of 3650mm.



16.6

16.60.1 Overhead informatory road signage. sqm 4017.75

Manufacturing supplying and fixing retroreflective overhead signage boards made upof 2mm thick aluminium sheet face to befully covered with high intensity andencapsulated lens type heat activated retroreflective sheeting conforming to type -III of

ASTM-D-4956-01 as approved by Engineer-in-charge letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pastedon substrate by pressure sensitive adhesivebacking which shall be activated by applyingpressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitablesized aluminium alloys, rivets or bolts & nuts@ 300 mm centre to centre all along theperiphery as well as in two vertical rows

alongwith theft resistant measures includingthe cost of painting with two’or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriatepriming coat. The rate includes the cost of rounding off the corners, lowering down thestructural frame work from the gantry, fixingand erecting the same in position all

complete as per drawings, specification anddirection of the engineer-in-charge.



16.61 sqm 4119.40

16.62 sqm 497.30

Providing Retro-reflective regulatory signboard of size 900mm dia meter made out of 2m m thick aluminium sheet, face to be f ully covered with high intensityencapsulated lens type retro -reflectivesheeting as approved by Engineer-in-charge.

Letter , symbols, borders etc. will be as perIRC - 67 with required colour scheme on theboards and with the high intensity grade A.

The aluminium sheet to be riveted to M.S.frame of angle iron of stze 40x40x4mm Theboards will be fixed to 1 No. 50x50mmsquare post made of M.S. angle 50x50x4m,4m long welded to the frame with adequateanti-theft arrangement .Sheet work to bepainted with two or more coats of syntheticenamel paint over an under coat (primer)and back side of aluminium sheet to be

painted with two or more coats of epoxypaint including appropriate priming coatcomplete in all respects as per direction of Engineer-in-charge.

Providing and applying 2.5mm thick roadmarking strips (retro-reflective) of specifiedshade/ colour using hot thermoplastic

material by fully/ semi automaticthermoplastic paint applicator machine fittedwith profile shoe, glass beads dispenser,propane tank heater and profile shoe heater,driven by experienced operator on roadsurface including cost of material, labour,T&P, cleaning the road surface of all dirt,seals, oil, grease and foreign material etc.complete as per direction of Engineer-in-charge and accordance with applicablespecifications.



16.63 metre 198.80

16.64 sqm 63.15

16.65 each 786.35

16.66

16.66.1 All kind of soil. each 10.85

Providing and laying and making kerbchannel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement:3 coarsesand:6 graded stone aggregate 20mmnominal size) over 75mm bed of dry brickballast 40 mm nominal size well rammed and

consolidated and grouted with fine sandincluding finishing the top smooth etc.complete and as per direction of Engineer-in-charge.

Providing and laying 75mm thick compactedbed of dry brick aggregate of 40mm thicknominal size including spreading, wellramming, consolidating and with jamunasand including finishing smooth etc. completeas per direction of grouting Engineer-in-

charge.

Providing and fixing post delineators made of ABS body fitted with 2 nose 100mm diareflective and reflectors are mounted on MSpipe of 65mm dia duly powder coated anti-rust steel and anti theft steel to be installedas per direction of Engineer-in-charge.

Excavating holes upto 0.10 cum includinggetting out the excavated soil, then returningthe soil as deported in layers not exceeding20cm in depth including consolidating anddeposited layer by ramming watering etc.Disposing of surplus excavated soil asdirected with in a lead of 50m and lift upto1.5 m.



16.67 sqm 345.35

16.68 sqm 346.35

16.69 cum 4247.70

Providing and fixing at or near ground levelfactory made RCC pavement slab of M-30grade of size 450x450x50mm (HPL orequivalent ) including reinforcement with6mm dia M.S. bars 4 nose on each sideincluding setting in position in footpath to

the required level and line over a bed of 20mm average thick cement mortar 1:3 (1cement : 3 coarse sand ) having thicknessnot more than 5mm except on curveincluding filling of joints with same cementmortar and making grooves etc. complete asper direction of Engineer-in-charge.

Providing and laying 60mm thick factorymade cement concrete interlocking paver

block of M -30 grade made by blockmaking machine with strong vibratorycompaction and of approved size and design/shape laid in required colour and pattern overand including 50mm thick compacted bed of course sand, filling the joints with coarsesand etc. all complete as per the direction of Engineer-in-charge.

Providing and laying at or near ground levelfactory made kerb stone of M-25 grade

cement in position to the required line, leveland curvature jointed with cement mortar1:3(1 cement: 3 coarse sand ) includingmaking joints with or without grooves(thickness of joints except at sharp curveshall not to more than 5mm) includingmaking drainage opening wherever requiredcomplete etc. as per direction of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerbstone shall be approved by Engineer-in-charge).



16.70

16.70.1 Made of G.I. wire of dia 4mm. sqm 373.45

16.70.2 sqm 403.95

16.71 sqm 464.95

16.72 cum 458.35

16.73 sqm 96.60

16.74

16.74.1 Moorum. sqm 34.45

16.74.2 Stone aggregate 20 mm nominal size. sqm 69.05

16.74.3 Stone aggregate 40 mm nominal size. sqm 65.10

Providing and fixing G.I. chain link fabricfencing of required width in mesh size50x50mm including strengthening with2mm dia wire or nuts, bolts and washersas required complete as per the direction

of Engineer-in-charge.

Made of G.I. wire of dia. 4mm, PVC coated toachieve outer dia. not less than 5mm in required colour and shade.

Providing and fixing G.I. chain link fabricfencing of required width in mesh size 25x25mm made of G.I. wire of dia. 3mm includingstrengthening with 2mm dia. wire or nuts,bolts and washers as required complete as

per the direction of Engineer-in-charge.

Supplying and stacking of hard stone (f orstone pitching) 22.5 cm thick at site.

Dry stone pitching 22.5cm thick laid incourses and required profile with hammerdressed stones having no side less than 15cm, with minimum depth of 20cm includingpreparing the bedding surface etc. all

complete. (Payment for Stone to be madeseparately)

75 mm thick back filling for pitching includingsupplying of required materials andconsolidation etc. complete with:



16.75 cum 4471.25

16.76 cum 147.30

16.77 sqm 2.60

Providing and laying C.C. pavement of mixM25 with ready mixed concrete frombatching plant. The ready mixed concreteshall be laid and finished with screed boardvibrator , vacuum dewatering process andfinally finished by floating, brooming with

wire brush etc. complete as per specificationsand directions of Engineer-in-charge. (Thepanel shuttering work shall be paid forseparately ).

Deduct for using of M 20 grade concreteinstead of M-25 grade concrete in C.C.pavement.

Scarifiying the existing bituminous road

surface to depth of 50mm and disposal of scarified material withyin all lifts and leadupto 1000 metre (by mechanincal means).




17.1

17.1.1 each 2,304.65

17.1.2 each 5,382.60

17.2

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 2,152.50

17.2.2 W.C. pan with ISI marked black solid plastic seat and lid each 2,123.45

17.3

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. each 3,282.95

17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. each 3,253.95

17.4

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. each 2,018.70

Providing and fixing water closet squatting pan (Indiantype W.C. pan ) with 100mm sand cast Iron P or S trap,10 litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever) conforming toIS : 7231, with all fittings and fixtures complete including

cutting and making good the walls and floors whereverrequired :

White Vitreous china Orissa pattern W.C. pan of size580x440mm with integral type foot rests.

Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size585x480 mm with flush pipe and integrated type foot rests.

Providing and fixing white vitreous china pedestal typewater closet (European type W.C. pan) with seat and lid,

10 litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever), conforming toIS : 7231, with all fittings and fixtures complete includingcutting and making good the walls and floors whereverrequired :

Providing and fixing white vitreous china pedestal typewater closet (European type) with seat and lid, 10 litrelow level white vitreous china flushing cistern & C.P.

flush bend with fittings & C.I. brackets, 40mm flushbend, overflow arrangement with specials of standardmake and mosquito proof coupling of approvedmunicipal design complete including painting of fittingsand brackets, cutting and making good the walls andfloors wherever required :

Providing and fixing white vitreous china flat back or wall

corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizesrespectively with automatic flushing cistern withstandard flush pipe and C.P. brass spreaders with brassunions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the wallsand floors wherever required :



17.4.2 each 3,393.60

17.4.3 each 4,491.60

17.4.4 each 6,062.20

17.5

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. each 3,720.30

17.5.2 each 5,960.75

17.5.3 each 7,936.50

17.5.4 each 9,811.40

17.6

17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. each 2,392.55

17.6.2 each 3,548.10

17.6.3 each 4,732.40

17.6.4 each 5,789.45

Range of two urinal basins with 5 litre white P.V.C. automaticflushing cistern.

Range of three urinal basins with 10litre white P.V.C. automaticflushing cistern.

Range of four urinal basins with 10 litre white P.V.C. automaticflushing cistern.

Providing and fixing white vitreous ch ina flat backhalf stall urinal of size 580x380x350mm with whitePVC automatic flushing cistern, with fittings, standardsize C.P. brass flush pipe, spreaders with unions andclamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings inC.P. brass including painting of fittings and cutting andmaking good the walls and floors wherever required :

Range of two half stall urinals with 5 litre P.V.C. Automaticflushing cistern.

Range of three half stall urinals with 10 litre P.V.C. automaticflushing cistern.

Range of four half stall urinals with 10 litre P.V.C. automatic flushingcistern.

Providing and fixing one piece construction whitevitreous china squatting plate with an integral

longitudinal flushing pipe, white P.V.C. automaticflushing cistern, with fittings, standard size G.I. flushpipe for back and front flush with standard spreaderpipes with fittings, G.I clamps and C.P. brass couplingcomplete including painting of fittings and cutting andmaking good the walls and floors etc. whereverrequired :

Range of two squatting plates with 5 litre P.V.C. Automatic flushingcistern.

Range of three squatting plates with 10 litre P.V.C. automaticflushing cistern.

Range of four squatting plates with 10 litre P.V.C. automatic flushingcistern.



17.7

17.7.1 each 1,332.90

17.7.2 each 1,201.70

17.7.3 each 1,176.10

17.7.4 each 1,044.90

17.7.5 each 1,149.45

17.7.6 each 925.25

17.7.7 each 940.35

17.7.8 each 2,274.85

17.7.9 each 1,803.35

17.7.10 each 2,264.45

17.7.11 each 2,090.25

17.8 each 705.9

17.9

17.9.1 White glazed fire clay kitchen sink of size 600x450x250 mm each 1,793.35

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32mm C.P. brass waste of standard pattern, including painting of fittings andbrackets, cutting and making good the walls whereverrequire :

White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps.

White Vitreous China Wash basin size 630x450 mm with a single 15mm C.P. brass pillar tap.

White Vitreous China Wash basin size 550x400 mm with a pair of 15mm C.P. brass pillar taps.

White Vitreous China Flat back wash basin size 550x400mm withsingle 15 mm C.P. brass pillar tap.

White Vitreous China Angle back wash basin size 600x480mm withsingle 15 mm C.P. brass pillar tap

White Vitreous China Angle back wash basin size 400x400mm withsingle 15 mm C.P. brass pillar tap.

White Vitreous China Flat back wash basin size 450x300 mmwith single 15 mm C.P. brass pillar tap.

White Vitreous China Surgeon type wash basin of size 660x460mm with a pair of 15 mm C.P. brass pillar taps with elbowoperated levers.

White Vitreous China Surgeon type wash basin of size660x460 mm with single 15mm C.P. brass pillar tapswith elbow operated levers ISI marked.

Stainless Steel AISI-304(18/8) Round basin 405x355 mm withsingle 15 mm C.P. brass pillar tap.

Stainless Steel AISI-304(18/8) Wash basin 530x345 mm withsingle 15 mm C.P. brass pillar tap.

Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings.

Providing and fixing kitchen sink with C.I. brackets, C.P.brass chain with rubber plug, 40 mm C.P. brass wastecomplete, including painting the fittings and brackets,cutting and making good the walls wherever required :



17.10

17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250mm. each 6,154.3517.10.1.2 510x1040 mm bowl depth 225mm. each 5,805.90

17.10.1.3 510x1040 mm bowl depth 200mm. each 5,225.15

17.10.1.4 510x1040 mm bowl depth 178mm. each 3,482.90

17.10.2 Kitchen sink without drain board

17.10.2.1 610x510 mm bowl depth 200 mm. each 3,439.20



17.11

17.11.1 Size 450x300x150mm each 1,295.10

17.11.2 Size 600x450x200mm each 2,149.95

17.12

17.12.1 White glazed fire clay draining board of size 600x450x25mm each 638.6

17.13

17.13.1 Long pattern W.C. pan of size 580 mm each 534.6

17.13.2 Orissa pattern W.C. pan of size 580x440 mm each 1,010.85

17.14 Extra for using coloured W.C. pan instead of white W.C. pan

17.14.1 Orissa pattern W.C. pan 580x440 mm each 398.4

17.15 each 841.25

17.16 each 876.95

Providing and fixing Stainless Steel AISI 304 (18/8)kitchen sink as per IS 13983 with C.I. brackets andstainless steel plug 40 mm including painting of fittingsand brackets, cutting and making good the wallswherever required:

Providing and fixing white vitreous china laboratory sinkwith C.I. brackets, C.P. brass chain with rubber plug

40mm C.P brass waste and 40mm C.P. brass trap withnecessary C.P. brass unions complete includingpainting of fittings and brackets, cutting and makinggood the wall wherever required :

Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required :

Providing and fixing white vitreous china water closet squatting pan (Indian type)

Providing and fixing white vitreous china pedestal type (Europeantype/ wash down type) water closet pan.

Extra for using coloured pedestal type W.C pan(European type) with low level cistern of same colourinstead of white vitreous china W.C pan and cistern.



17.17

17.17.1 250x130x30 mm pair 111.7

17.17.2 250x125x25 mm pair 112.85

17.18

17.18.1 10 litre capacity - White each 709.75

17.18.2 10 litre capacity - coloured each 783.85

17.19

17.19.1 10 litre (full flush) capacity-white each 1,178.80

17.19.2 10 litre (full flush) capacity-coloured each 1,665.45

17.20

17.20.1 White solid plastic seat with lid each 334.95

17.20.2 Black solid plastic seat with lid each 305.9

17.21 each 121.95

17.22 each 73.6

17.23 each 578.95

17.24 each 1,069.65

17.25

17.25.1 Flat back wash basin of size 630x450mm. each 753

17.25.2 Flat back wash basin of size 550x400mm. each 596.2

17.25.3 Angle back wash basin of size 600x480mm. each 700.75

17.25.4 Angle back wash basin of size 400x400mm. each 476.55

17.25.5 Flat back wash basin of size 450x300mm. each 491.65

17.25.6 Surgeon type wash basin of size 660x460mm. each 1,014.35

Providing and fixing a pair of white vitreous china foot rests of standard pattern f or squatting pan water closet:

Providing and fixing P.V.C. low level flushing cistern with

manually controlled device (handle lever) conforming toIS : 7231, with all fittings and fixtures complete.

Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.

Providing and fixing solid plastic seat with lid for pedestal typeW.C. pan complete :

Extra for providing coloured other than black solid P.V.C.plastic seat and cover in European type W.C. pan,instead of white plastic seat and cover.

Providing and fixing G.I. inlet connection for flush pipe connecting

with W.C. pan.

Providing and fixing white vitreous china flat back or wallcorner type lipped front urinal basin of 430x260x350mmand 340x410x265mm sizes respectively.

Providing and fixing white vitreous china squatting plate urinalwith integral rim longitudinal flush pipe.

Providing and fixing white vitreous china wash basin including

making all connections but excluding the cost of fittings :



17.26

17.26.1 White glazed fire clay sink of size 600x450x250mm. each 1,444.00

17.27

17.27.1 Size 450x300x150 mm. each 830.75

17.27.2 Size 600x450x200 mm. each 1,685.60

17.28

17.28.1 Semi rigid pipe

17.28.1.1 32 mm dia each 42.15

17.28.1.2 40 mm dia each 47.95

17.28.2 Flexible pipe

17.28.2.1 32 mm dia each 46.8

17.28.2.2 40 mm dia each 49.1

17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. each 16.45

17.30 each 28.85

17.31 each 493.65

17.32

17.32.1 Circular shape 450mm dia. each 599.15

17.32.2 Rectangular shape 453x357mm each 465.1

17.32.3 Oval shape 450x350mm (outer dimensions) each 504

17.32.4 Rectangular shape 1500x450 mm each 1,034.50

17.33 each 218.8

Providing and fixing kitchen sink including making allconnections excluding cost of fittings.

Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings:

Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete.

Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design.

Providing and fixing 600x450 mm bevelled edge mirror

of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete.

Providing and fixing mirror of superior glass (of approvedquality) and of required shape and size with plasticmoulded frame of approved make and shade with 6 mmthick hard board backing :

Providing and fixing 600x120x5mm glass shelf withedges round of supported on anodised aluminium angleframe with C.P. brass brackets and guard rail completefixed with 40 mm long screws, rawl plugs etc., complete.



17.34 Providing and fixing toilet paper holder :

17.34.1 C.P. brass each 147.1

17.34.2 Vitreous china each 173

17.35 Providing and fixing soil, waste and vent pipes :

17.35.1 100 mm dia.

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. metre 45117.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. metre 730.4

17.35.2 75 mm diameter :

17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. metre 395.45

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. metre 629.85

17.36

17.36.1 75 mm dia pipe each 25.3

17.36.2 100 mm dia pipe each 29.8

17.37

17.37.1 For 100 mm dia. Pipe each 65.35

17.37.2 For 75 mm dia. Pipe each 63

17.38

17.38.1 100 mm

17.38.1.1 Sand cast iron S&S as per IS - 1729 each 255


17.38.2 75 mm dia


17.38.2.2 Sand cast iron S&S as per IS- 3989

17.39 Providing and fixing plain bend of required degree.

17.39.1 100 mm

17.39.1.1 Sand cast iron S&S as per IS - 1729 each 222.45

17.39.1.2 Sand cast iron S&S as per IS : 3989 each 236.4

17.39.2 75 mm

17.39.2.1 Sand cast iron S&S as per IS -1729 each 175.15


Providing and filling the joints with spun yarn cementslurry and cement mortar 1:2 (1 cement: 2 fine sand) inS.C.I./C.I. Pipes:

Providing and fixing M.S. holder-bat clamps of approveddesign to Sand Cast iron/ cast iron (spun) pipeembedded in and including cement concrete blocks10x10x10cm of 1:2:4 mix (1 cement: 2 coarse sand : 4graded stone aggregate 20mm nominal size) includingcost of cutting holes and making good the walls etc. :

Providing and fixing bend of required degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete.



17.40 Providing and fixing heel rest sanitary bend

17.40.1 100 mm dia



17.40.2 75 mm



17.41

17.41.1 100x100x100x100mm



17.41.2 75x75x75x75 mm



17.42 Providing and fixing double equal plain junction of required degree.

17.42.1 100x100x100x100 mm



17.42.2 75x75x75x75 mm



17.43

17.43.1 100x100x100 mm



17.43.2 75x75x75 mm



17.44 Providing and fixing single equal plain junction of required degree :

17.44.1 100x100x100 mm



17.44.2 75x75x75 mm



Providing and fixing double equal junction of requireddegree with access door, insertion rubber washer 3 mmthick, bolts and nuts complete :

Providing and fixing single equal plain junction of required degree with access door, insertion rubberwasher 3 mm thick, bolts and nuts complete.



17.45

17.45.1 100x100x75x75 mm



17.46 Providing and fixing double unequal plain junction of required degree:

17.46.1 100x100x75x75 mm



17.47

17.47.1 100x100x75 mm



17.48 Providing and fixing single unequal plain junction of required degree :

17.48.1 100x100x75 mm



17.49

17.49.1 100x100x100x100 mm


17.49.1.2 Sand cast iron S&S as per IS 3989 each 496.55

17.49.2 75x75x75x75 mm



17.5

17.50.1 100x100x100 mm

17.50.1.1 Sand cast iron S&S as per iron 1729 each 388.55


17.50.2 75x75x75 mm



Providing and fixing double unequal junction of requireddegree with access door, insertion rubber washer 3 mmthick, bolts and nuts complete :

Providing and fixing single unequal junction of requireddegree with access door, insertion rubber washer 3 m mthick, bolts and nuts complete :

Providing and fixing double equal plain invert branch of requireddegree:

Providing and fixing single equal plain invert branch of requireddegree:



17.51 Providing and fixing double unequal invert branch of required degree :

17.51.1 100x100x75x75 mm



17.52

17.52.1 100x100x75 mm



17.53 Providing and fixing sand cast iron S&S off sets as per IS: 1729

17.53.1 76 mm off sets

17.53.1.1 With 75 mm dia. pipe each 158.9


17.53.2 114 mm off sets


17.53.2.2 With 100 mm dia. Pipe each 351.4

17.53.3 152 mm off sets



17.54 Providing and fixing sand cast iron S&S off sets as per IS: 3989.

17.54.1 75 mm off sets


17.54.2 150 mm off sets



17.55

17.55.1 100 mm



17.55.2 75 mm17.55.2.1 Sand cast iron S&S as per IS - 1729 each 268.05


17.56 Providing and fixing terminal guard:

17.56.1 100 mm



Providing and fixing single unequal plain invert branch of required degree :

Providing and fixing door piece, insertion rubber washer 3mmthick, bolts & nuts complete :



17.56.2 75 mm



17.57 Providing and fixing collar:

17.57.1 100 mm

17.57.1.1 Sand cast iron S&S as per IS - 1729 each 143.4517.57.1.2 Sand cast iron S&S as per IS - 3989 each 202.7

17.57.2 75 mm


17.57.2.2 Sand cast iron S&S as per IS- 3989 each 146.1

17.58

17.58.1 100 mm each 126.5

17.58.2 75 mm each 107.8

17.58.3 50 mm each 86.6

17.59

17.59.1 100 mm each 48.25

17.59.2 75 mm each 41.55

17.59.3 50 mm each 34.25

17.6

17.60.1 100 mm inlet and 100 mm outlet

17.60.1.1 Sand cast iron S&S as per IS: 3989. each 544.3

17.60.1.2 Sand Cast Iron S&S as per IS: 1729. each 442.1

17.60.2 100 mm inlet and 75 mm outlet


17.60.2.2 Sand Cast Iron S&S as per IS- 1729. each 375.9

17.61

17.61.1 100 mm dia. metre 152.45

17.61.2 75 mm dia. metre 108.85

17.61.3 50 mm dia. metre 68.4

Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes and fittings of diameter:

Providing and fixing M.S. stays and clamps for sand castiron/centrifugally cast (spun) iron pipes of diameter :

Providing and fixing trap of self cleansing design withscrewed down or hinged grating with or without ventarm complete, including cost of cutting and making good

the walls and floors :

Cutting chases in brick masonry walls for followingdiameter sand cast iron/centrifiigally cast (spun) ironpipes and making good the same with cement concrete1:3:6 ( 1 cement : 3 coarse sand :6 graded stoneaggregate 12.5 mm nominal size ) including necessaryplaster and pointing in cement mortar 1:4 (1 cement: 4coarse sand):



17.62 each 215.15

17.63 each 148.55

17.64 each 65.75

17.65

17.65.1 100 mm diameter pipe metre 18.6


17.66


17.66.2 75 mm diameter pipe metre 7

17.67 Repainting bath tub of size 1700x730x430mm w ith enamel paint. each 208.45

17.68

17.68.1 each 4,142.20

Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zincchromate yellow primer (of approved quality ) on theoutside surface of the cistern flush pipe, other fittings,etc. complete for new work.

Re-painting C.I. cistern with bitumastic or any otheranti-corrosive paint inside and white paint on the outsidesurface of the cistern, flush pipe, other fittings, etc.complete including polishing of wooden seat and lid andcleaning of W.C. pan with acid wherever necessary.

Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outsidesurface of cistern flush pipe, other fittings etc. complete.

Painting sand cast iron/ centrifugally cast (spun) ironsoil, waste vent pipes and fittings with paint of anycolour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

Repainting sand cast iron/ centrifugally cast iron (spun) iron,soil, waste, vent pipes and fittings with paint of any colour suchas chocolate, grey or buff etc :

Providing and fixing vitreous china dual purpose closetsuitable for use as squatting pan or European typewater closet (Anglo Indian W.C pan) with seat lid withC.P. brass hinges and rubber buffers, 10 litre low levelflushing cistern with fitting and brackets, 40mm flush

bend 20mm over flow pipe with specials of standardmake and mosquito proof coupling of approvedmunicipal design complete, including painting of fittingsand brackets, cutting and making good the walls andfloors wherever required :

White vitreous china dual purpose WC pan with whitesolid plastic seat and lid with white vitreous chinaflushing cistern and C.P. flush bend.



17.69

17.69.1 each 75.8

17.69.2 each 100.2

17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 each 366.2

17.70.2 each 395.25

17.71 each 164.65

17.72 each 149

17.73

17.73.1 each 294.65

17.73.2 each 329.5

17.74 each 370.15

Providing and fixing PTMT Waste Coupling for washbasinand sink, of approved quality and colour.

Waste coupling 3.1 mm of 79mm length and 62mmbreadth weighing not less than 45gms.

Waste coupling 38mm of 83mm length and 77mmbreadth, weighing not less than 60gms.

Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from thecentre of the waste coupling 77mm breadth with 25mmminimum water seal, weighing not less than 260gms.

Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the

centre of the waste coupling 77mm breadth with 25mmminimum water seal, weighing not less than 263gms.

Providing and fixing PTMT liquid soap container 109mmwide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials withsnap fittin gs of approved q uality and coloursweighing not less than 105 gms

Providing and fixing PTMT towel ring trapezoidal shape

215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittingsarrangement of approved quality and colours weighingnot less than 80 gms

Providing and fixing PTMT towel rail complete withbrackets fixed to wooden cleats with CP brass screwswith concealed fitting arrangement of approved qualityand colour.

450mm long towel rail with total length of 495mm,78mm wide and effective height of 88mm, weighing not

less than 170gms.

600m m long towel rail with total length of 645mm,width 78mm and effective height of 88mm, weighing notless than 190gms.

Providing and fixing PTMT shelf 440 mm long, 124 mm widthand 36 mm height of approved quality and colour. Weighing not lessthan 300 gms.



17.75 each 147.25

17.76

17.76.1 each 113.9

17.77

17.77.1 each 121.7

17.77.2 each 148.05

17.77.3 each 174.35

Providing and fixing PTMT 15 mm Urinal spreader size95x69x100 mm with 1/2" BSP thread and shapes,weighing not less than 60gms.

Providing and fixing PTMT urinal cock of approved quality andcolour.

15 mm nominal bore, 80mm long. 42 mm high and 30mm wide withBSP female threads weighing not less than 48 gms.

Providing and fixing M.S. holder bat clam p of approveddesign to sand cast iron/ cast iron (spun) pipescomprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wallsurface and fixed on wall with 4nos, 6mm dia expansionhold fasteners including drilling necessary holes in brickwall/ CC/ RCC surface and the cost of bolts etc. Thepipes shall be fixed to the already fixed brackets withthe help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall befixed with M.S. nuts, bolts, & washers of size 25x6mm,one bolts on each side of the pipe.

Total bracket length 580mm of approved shape and design (for single100mm dia pipe).

Total bracket length 810mm of approved shape and design (for two100mm dia pipes).

Total bracket length 1040mm of approved shape and design (for three 100mm dia pipes).



PE-AL-PE COMPOSITE PRESSURE PIPES

Description Unit

Internal work – Exposed on wall

1216 (16 mm OD) pipe










Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes

conforming to IS - 15450 U.V. stabilised with carbonblack having thermal stability for hot & cold watersupply, capable to withstand temperature up to 80° Cincluding all special fittings of composite material(engineering plastic blend and brass inserts whereverrequired ) e.g. elbows ,tees ,reducers, couplers &connectors etc. with clamps at 1.00 metre spacing. Thisincludes testing of joints complete as per direction of theEngineer in charge. Internal work - Exposed on wall

100metre

100metre

100metre

100metre

100metre

100metre

Providing and fixing P olyethelene-A lum in iu m-Polyethelene ( PE-A L-PE ) Composite Pressure Pipesconforming to IS - 15450 U.V. stabilised with carbonblack having thermal stability for hot & cold watersupply, capable to withstand temperature up to 80°Cincluding all special fittings of composite material(engineering plastic blend and brass inserts whereverrequired ) e.g. elbows , tees, reducers, couplers &connectors etc. with clamps at 1.00 metre spacing. Thisincludes the costs of cutting chases and including testingof joints complete as per direction of the engineer incharge. Concealed work including cutting chases andmaking good the wall etc.

Concealed work including cutting chases and making good the

wall etc.100 metre

100 metre

100 metre

100 metre



1216 (16 mm OD) pipe metre






PP- R PIPES

Internal work – Exposed on wall

PN - 16 Pipe, 16 mm OD






Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipesconforming to IS - 15450 - 2004 U.V. stabilised withcarbon black having thermal stability for hot & coldwater supply, capable to withstand temperature up to80° C including all special fittings of composite material

(engineering plastic blend and brass inserts whereverrequired ) e.g. elbows ,tees ,reducers, couplers &connectors etc. with trenching, refilling and testing of

joints complete as per direction of the engineer incharge. External work

Providing and fixing 3 layer PP-R (Poly propyleneRandom copolymer) pipes SDR 7.4 U V stabilized & anti-microbial fusion welded, having thermal stability for hot& cold water supply including all PP - R plain & brassthreaded polypropylene random fittings i/c fixing thepipe with clamps at 1.00 m spacing. This includes testingof joints complete as per direction of Engineer in Charge.(Internal work-exposed on wall)

100 metre

100 metre

100 metre

100 metre

100 metre

100 metre







External work

PN - 16 Pipe, 16 mm OD (SDR – 7.4) metre






PN - 16 Pipe, 63mm OD (SDR – 7.4) metre



PN - 10 Pipe, 110 mm OD (SDR - 11) metre

PN - 10 Pipe, 160 mm OD (SDR - 11) metre

C.P.V.C. PIPES

Providing and fixing 3 layer PP-R (Poly propyleneRandom copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot& cold water supply including all PP-R plain & brassthreaded polypropylene random fittings i/c fixing thepipe with clamps at 1.00 m spacing. This includes the

cost of cutting chases and making good the sameincluding testing of joints complete as per direction of Engineer in Chajge. (Concealed work including cuttingchases and making good the walls etc.,)

Concealed work including cutting chases and making good thewalls etc.,

100 metre

100 metre

100 metre

100 metre

Providing and fixing 3 layer PP-R (Poly propyleneRandom copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot& cold water supply including all PP-R plain & brassthreaded polypropylene random fittings i/c trenching.refilling & testing of joints complete as per direction of Engineer in Charge. (External work)



Internal work - Exposed on wall

15 mm nominal outer dia .Pipes.


25 mm nominal outer dia .Pipes. metre








External work




Providing and fixing Chlorinated Polyvinyl Chloride(CPVC ) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings with o ne step CPVC solven t cement and testing of joints com plete as

per direction of Engineer in Charge. (Internal workExposed on wall)

metre

metre

metre

metre

metre

Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing.

This includes jointing of pipes & fittings with one stepCPVC solvent cement and the cost of cutting chases andmaking good the same including testing of jointscomplete as per direction of Engineer in Charge.(Concealed work including cutting chases and makinggood the walls etc.,)

Concealed work including cutting chases and making good thewalls etc.

metre

metre

metre

Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings, this included jointing of pipes & fittings with one

step CPVC solvent cement, trenching, refilling &testing of joints complete as per direction of Engineer in Charge. (External work).






62.50 mm nominal inner dia Pipes. metre

75 mm nominal inner dia .Pipes. metre

100mm nominal inner dia .Pipes. metre150 mm nominal inner dia .Pipes. metre

Internal work – Exposed on wall.

15 mm dia. nominal bore



32 mm dia. nominal bore40 mm dia. nominal bore


15 mm dia nominal bore

20 mm dia nominal bore

External work

15 mm dia. nominal bore metre








25 to 40 mm nominal bore each

50 to 80 mm nominal bore each

Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.

metre

metre

metre

metre metre

metre

Concealed pipe including painting with anti corrosive bitumastic paint,cutting chases and making good the wall

metre

Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching and refilling etc.

Making connection of G.I. distribution branch with G.I.main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. complete :



each

BRASS FITTINGSProviding and fixing brass bib cock of approved quality :

15 mm nominal bore each


Providing and fixing brass stop cock of approved quality :




32 mm nominal bore. each






20 mm nominal bore each25 mm nominal bore each

25 mm nominal bore

Horizontal each

Vertical each

32 mm nominal bore

Horizontal each

Vertical each40 mm nominal bore

Horizontal each

Vertical each

50 mm nominal bore

Horizontal each

Vertical each

Fixing water meter and stop cock in G.I. pipe lineincluding cutting and threading the pipe and makinglong screws etc. complete (cost of water meter and stopcock to be paid separately).

Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screw ed end) :

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

Providing and fixing gun metal non- return valve of approvedquality (screw ed end) :



65 mm nominal bore

Horizontal each

Vertical each

80 mm nominal bore

Horizontal each

Vertical each




30 cm length



45 cm length



Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

100 mm diameter each

150 mm diameter each

C.I/ DUCTILE IRON PIPES & SPECIALS

quintal

quintal

Up to 300 mm dia. quintal

Over 300 mm dia. quintal

Providing and fixing brass ferrule with C.I. mouth coverincluding boring and tapping the main :

Providing and fixing uplasticised PVC connection pipe with brassunions :

Laying in position centrifugally cast (spun) iron S&S or flanged pipes(excluding cost of pipe)

Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials).

Providing and laying S&S C.I. standard specials such as tees, bends,

collars, tapers, caps etc. (Heavy class) :

Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS :1538 :



Up to 300 mm dia. quintal

Over 300 mm dia. quintal

100 mm dia. pipe metre125 mm dia. pipe metre

150 mm dia. pipe metre









100 mm diameter pipe each











Supplying pig lead at site of work. quintal

80 mm diameter pipe each100 mm diameter pipe each






Providing and laying S&S centrifugally cast (spun) iron pipes(Class LA) conforming to IS - 1536 :

Providing lead caulked joints to spun iron or C.I. pipes andspecials including testing of joints but excluding the cost of pig lead :

Providing flanged joints to double flanged C.I./ D.I. pipes and specialsincluding testing of joints :








C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES

100 mm diameter

Class I each

Class II each

125 mm diameter

Class I each

Class II each

150 mm diameter

Class I each

Class II each

200 mm diameter

Class I each

Class II each

250 mm diameter

Class I each

Class II each

300 mm diameter

Class I each

Class II each

Providing and fixing C.I. sluice valves (with cap)complete with bolts, nuts, rubber insertions etc. (the tailpieces if required will be paid separately):

Constructing masonry Chamber 30x30x50 cm, insidewith 75 class designation brick work in cement mortar1:4( cement :4 coarse) for sluice valve, with C.I. surfacebox 100 mm. top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10(1 cement : 5 fine sand: 10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarsesand) 12 mm thick finished with a floating coat of neatcement complete as per standard design :



With F.P.S. bricks each



Constructing masonry Chamber 60x60x75 cm, insidewith 75 class designation brick work in cement mortar1:4( cement :4 coarse) for sluice valve, with C.I. surfacebox 100 mm. top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10(1 cement : 5 fine sand: 10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarsesand) 12 mm thick finished with a floating coat of neatcement complete as per standard design :

Constructing masonry Chamber 90x90x100 cm, insidewith 75 class designation brick work in cement mortar1:4( cement :4 coarse) for sluice valve, with C.I. surfacebox 100 mm. top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10(1 cement : 5 fine sand: 10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarsesand) 12 mm thick finished with a floating coat of neat

cement complete as per standard design :

Constructing masonry Chamber 120x120x100 cm, insidewith 75 class designation brick work in cement mortar1:4( cement :4 coarse) for sluice valve, with C.I. surfacebox 100 mm. top diameter, 160 mm bottom diameterand 180 mm deep ( inside) with chained lid and RCC topslab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10(1 cement : 5 fine sand: 10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3 coarsesand) 12 mm thick finished with a floating coat of neatcement complete as per standard design :






15 mm diameter pipe. metre



32 mm diameter pipe. metre40 mm diameter pipe. metre


Constructing masonry Chamber 60x45x50 cm, insidewith 75 class designation brick work in cement mortar1:4(1 cement : 4 coarse sand) for water meter completewith C.I. double flap surface box 400x200x200 mm(inside) with locking arrangement and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10 ( 1 cement: 5 fine sand:10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement: 3 coarsesand) 12 mm thick finished with a floating coat of neatcement complete as per standard design :

Constructing masonry Chamber 60x45x50 cm, insidewith 75 class designation brick work in cement mortar1:4(1 cement : 4 coarse sand) for water meter completewith C.I. double flap surface box 400x200x200 mm(inside) with locking arrangement and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10 ( 1 cement: 5 fine sand:10graded stone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement: 3 coarsesand) 12 mm thick finished with a floating coat of neat

cement complete as per standard design :

Painting G.I. pipes and fittings with synthetic enamel white paint over

Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality :







40 mm diameter pipe. metre50 mm diameter pipe. metre






50 mm diameter pipe. metre65 mm diameter pipe metre

80 mm diameter pipe metre











Up to 6 metres depth. metreBeyond 6 m and up to 12 m depth. metre

Beyond 12 m and up to 18 m depth. metre

metre

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :

Providing and filling sand of grading zone V or coarser gradeall-round the G.I. pipes in external work.

Boring with 100 mm diameter casing pipe for handpump/ tube well in all soils except ordinary hard rocksrequiring blasting including removing the casing pipeafter the hand pipe/tube well is lowered and tested :

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.



metre

each




32 mm nominal each


50mm nominal bore each




20 mm nominal bore each25 mm nominal bore each

32 mm nominal each





per litre

C.P.BRASS FITTINGS.


Providing and fixing to filter and lowering to proper levels 40 mmG.I. pipe for tube well including cleaning and priming the tube well.

Providing and placing in position hand pump of approved quality

for 40 mm diameter G.I. pipe complete with all accessories.

Providing and fixing G.I. Union in G.I. pipe includingcutting and threading the pipe and making long screwsetc. complete (New work)

Providing and fixing G.I. Union in existing G.I. pipe line,cutting and threading the pipe and making long screwsincluding excavation, refilling the earth or cutting of walland making good the same complete whereverrequired :

Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked withcover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank

Providing and fixing C.P. brass bib cock of approved qualityconforming to IS:8931



each

15 mm nominal bore.




PTMT FITTINGS

Providing and fixing PTMT bib cock of approved quality and colour.

15mm nominal bore, 86 mm long. Weighing not less than 88 gms. each

each

each

15mm nominal bore, 90mm long. Weighing not less than 93 gms. each

Providing and fixing PTMT stop cock of approved quality and colour.

15 mm nominal bore, 86mm long. Weighing not less than 88 gms. each

20mm nominal bore, 89mm long. Weighing not less than 88 gms. each

each

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards andweighing not less than 810 gms.

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms.

Providing and fixing C.P. brass stop cock (concealed) of standarddesign and of approved make conforming to IS:8931.

Providing and fixing C.P. brass angle valve for basinmixer and geyser points of approved quality conformingto IS:8931

15 mm nominal bore, 122mm long. Weighing not less than 99

gms.15 mm nominal bore, 165mm long. Weighing not less than 110gms.

Concealed stop cock, 15mm nominal bore, 108mm long. Weighingnot less than 108 gms.

Providing and fixing PTMT pillar cock of approved quality andcolour .



each

each

Providing and fixing PTMT, push cock of approved quality and colour.



Providing and fixing PTMT grating of approved quality and colour.

Circular type.

100 mm nominal dia. each125 mm nominal dia with 25 mm waste hole. each

Rectangular type with openable circular lid.

each

AIR VALVE & WATER METER( BULK TYPE)

50 mm dia each80 mm dia each

100 mm dia each

80 mm dia nominal bore each




80 mm dia each

100 mm dia. each

15mm nominal bore, 107mm long. Weighing not less than 110gms.

15mm nominal bore, 125mm long foam flow. Weighing not lessthan 120 gms.

150 mm nominal size square 100 mm diameter of the inner hingedround grating.

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc.complete (The tail pieces, tapers etc if required will bepaid separately):

Providing and fixing enclosed type water meter (bulktype) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc.(The tail pieces if required will be paid separately):

Providing and fixing C.I. dirt box strainer for bulk typewater meter with nuts, bolts, rubber insertions etc.complete conforming to IS : 2373 :



150 mm dia each

200 mm dia each

each

each

each

each

each

each

each

each

Up to 300 mm dia quintal

Above 300 mm dia quintal

Up to 300 mm dia quintalAbove 300 mm dia quintal



Providing and fixing PTMT Ball cock of approved quality,colour and make complete with Epoxy coated aluminium

rod with L.P./ H.P.H.D. plastic ball.15 mm nominal bore, 105 mm long. Weighing not less than 138gms.

20 mm nominal bore, 120 mm long. Weighing not less than 198gms.

25 mm nominal bore, 152mm long. Weighing not less than 440gms.



Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms.

Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms.

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fittingarrangements. Weighing not less than 106 gms.

Providing and laying S&S C.I. Standard specials such astees, bends, collars tapers and caps etc, suitable forflanged jointing as per IS : 1538 :

Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523





100 mm dia pipes joint












800 mm di a pipes joint



100 mm dia C.I. Double Flanged Pipe metre










100 mm dia Ductile Iron Class K-7 pipes metre




Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :

Providing push-on-joints to Centrifugally (Spun) Cast IronPipes or Ductile Iron Pipes including testing of joints andincluding the cost of rubber gasket:

Providing and laying Double Flanged (screwed/ welded) Centrifugally(Spun) Cast Iron, Class B (IS : 1536) :

Providing and laying S&S Centrifugally Cast (Spun) / DuctileIron Pipes conforming to IS : 8329 :








600 mm dia Ductile Iron Class K-7 pipes metre700 mm dia Ductile Iron Class K-7 pipes metre









350 mm dia Ductile Iron Class K-9 pipes metre400 mm dia Ductile Iron Class K-9 pipes metre









100 mm dia Ductile Iron Double Flanged metre







450 mm dia Ductile Iron Double Flanged metre500 mm dia Ductile Iron Double Flanged metre



Providing and laying Double Flanged (Screwed/Welded) Centrifugally (Spun) Ductile Iron Pipes of ClassK 9 conforming to IS : 8329 :



15 mm nominal bore with 30cm length. each

15 mm nominal bore with 45 cm length. each

15 mm nominal bore. Weighing not less than 32 gms. each

20mm nominal bore. W eighing not less than 40gms. each

25mm nominal bore. W eighing not less than 62 gms. each


each

metre

metre

80 mm diameter C.I. pipe 100 metre




Providing and fixing unplasticised P.V.C. connection pipewith PTMT Nuts collar and bush of approved quality andcolour.

Providing and fixing PTMT extension nipple for watertank pipe, fittings of approved quality and colour.

Cutting holes up to 30x30 cm in walls includingmaking good the same:

Cutting holes upto 15x15 cm in R.C.C. floors and roofsfor passing drain pipe etc. and repairing the hole afterinsertion of drain pipe etc. with cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including finishing complete so as tomake it leak proof.

Making chases upto 7.5x7.5 cm in wails includingmaking good and finishing with matching surface afterhousing G.I. pipe etc.

Making hole upto 20x20 cm and embedding pipesupto 150 mm diameter in masonry and filling withcement concrete 1:3:6 (1 cement: 3 coarse sand : 6graded stone aggregate 20 mm nominal size) includingdisposal of malba.

Disinfecting C.I. water mains by flushing with watercontaining bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation

to be repeated three times including getting the sampleof water from the disinfected main tested in themunicipal laboratory :








450 mm diameter C.I. pipe 100 metre500 mm diameter C.I. pipe 100 metre














80 mm diameter C.I. pipe metre




200 mm diameter C.I. pipe metre250 mm diameter C.I. pipe metre






Extra for every operation of disinfecting the C.I. main byflushing with water containing bleaching powder at 0.5gms per litre of water and cleaning the same with freshwater, including getting the samples of water tested inthe municipal laboratory :

Dismantling old C.I. pipes including excavation andrefilling trenches after taking out the pipes, breakinglead caulked joints, melting of lead and making intoblocks including stacking of pipes at site lead upto 50metre :




Labour f or cutting C.I. pipe with steel saw.

80 mm diameter C.I. pipe Each cut


125 mm diameter C.I. pipe Each cut150 mm diameter C.I. pipe Each cut











Rate Rs. Code No

18.1

146.65 18.1.1

176.45 18.1.2

222.85 18.1.3

297.5 18.1.4

391.3 18.1.5

507.6 18.1.6

18.2

224.25 18.2.1

260.85 18.2.2

319.8 18.2.3

413.3 18.2.4



18.3

143.95 18.3.1

171.1 18.3.2

214.9 18.3.3

284.35 18.3.4

371.5 18.3.5

487.75 18.3.6

18.4

71.15 18.4.1

96.4 18.4.2

135.3 18.4.3

205.4 18.4.4

314.3 18.4.5

436.6 18.4.6



18.5

122.65 18.5.1

153.1 18.5.2

201.9 18.5.3

289.3 18.5.4

18.6

68.45 18.6.1

91.1 18.6.2

129.45 18.6.3

194.4 18.6.4

294.5 18.6.5

416.8 18.6.6

639.5 18.6.7

903.7 18.6.8

1,431.50 18.6.9

1,499.45 18.6.10

3,134.30 18.6.11



18.7

97.95 18.7.1

115.65 18.7.2

150.4 18.7.3

196.35 18.7.4

275.05 18.7.5

418.5 18.7.6

18.8

155.15 18.8.1

175.5 18.8.2

222.25 18.8.3

277.1 18.8.4

18.9

92.6 18.9.1

107.7 18.9.2

144.55 18.9.3



185.3 18.9.4

255.25 18.9.5

398.65 18.9.6

1,217.80 18.9.7

1,590.75 18.9.8

2,206.10 18.9.93,831.90 18.9.10

18.10

105.85 18.10.1

133.85 18.10.2

179.65 18.10.3

226.1 18.10.4264.05 18.10.5

342.9 18.10.6

18.11

144.75 18.11.1

170.6 18.11.2

18.12

94.05 18.12.1

116.6 18.12.2

156.85 18.12.3

193.6 18.12.4

219.6 18.12.5

280.1 18.12.6

356.15 18.12.7

458.15 18.12.8

18.13

166.05 18.13.1

423.2 18.13.2

metre



121.9 18.14

18.15

191.7 18.15.1

235.2 18.15.2

18.16

191.7 18.16.1

235.2 18.16.2

18.17

285.5 18.17.1

358 18.17.2

399 18.17.3

578.2 18.17.4

831.75 18.17.5

1,369.25 18.17.6

18.18

228.35 18.18.1

333.25 18.18.2385.9 18.18.3

18.19

18.19.1

292.15 18.19.1.1

317.7 18.19.1.2

18.19.2

371.45 18.19.2.1

464.4 18.19.2.218.19.3

494.95 18.19.3.1

605.3 18.19.3.2

18.19.4

738.2 18.19.4.1

847.4 18.19.4.2



5,123.45 18.26.1

5,648.45 18.26.2

18.27

737.15 18.27.1902.35 18.27.2

1,066.65 18.27.3

1,484.00 18.27.4

2,106.80 18.27.5

2,800.00 18.27.6

3,455.55 18.27.7

4,233.20 18.27.8

5,065.65 18.27.9

6,165.95 18.27.10

8,149.40 18.27.11

18.28

82.25 18.28.1

120.45 18.28.2

123.3 18.28.3

163.45 18.28.4

204.2 18.28.5

246.35 18.28.6

256 18.28.7

332.1 18.28.8

371.6 18.28.9

393.7 18.28.10

528.4 18.28.11

6,742.20 18.29

18.30

65.6 18.30.1113 18.30.2

114.15 18.30.3

156.9 18.30.4

162.7 18.30.5

236.75 18.30.6

246.05 18.30.7



335.05 18.30.8

564.2 18.30.9

702 18.30.10

778.45 18.30.11

892 18.30.12

18.31

18.31.1

2,468.05 18.31.1.1

2,550.45 18.31.1.2

18.31.2

3,034.75 18.31.2.1

3,163.60 18.31.2.2

18.31.3

3,689.10 18.31.3.1

3,889.75 18.31.3.2

18.31.4

6,731.80 18.31.4.1

7,221.20 18.31.4.2

18.31.5

10,013.80 18.31.5.1

10,240.90 18.31.5.2

18.31.6

12,270.50 18.31.6.1

12,718.30 18.31.6.2

18.32



599.8 18.32.1

18.33

3,595.30 18.33.1

18.34

6,147.95 18.34.1

18.35



8,528.75 18.35.1

18.36

3,388.65 18.36.1

18.37

3,366.00 18.37.1

18.38

4.8 18.38.1

5.65 18.38.2

7.45 18.38.3

8.75 18.38.410.4 18.38.5

12.2 18.38.6

18.39



2.45 18.39.1

2.85 18.39.2

3.7 18.39.3

4.3 18.39.4

5.05 18.39.55.9 18.39.6

18.40

2.6 18.40.1

3.05 18.40.2

3.9 18.40.3

4.55 18.40.4

5.2 18.40.5

6.1 18.40.67.5 18.40.7

8.65 18.40.8

18.41

21.95 18.41.1

22.25 18.41.2

22.85 18.41.3

23.4 18.41.4

23.7 18.41.5

24.6 18.41.6

38.85 18.41.7

40.05 18.41.8

42.4 18.41.9

63.15 18.41.10

18.42

151 18.42.1179.25 18.42.2

208.7 18.42.3

367.35 18.43



209 18.44

576.8 18.45

18.46

75.9 18.46.1

96.8 18.46.2

107.25 18.46.3

123.55 18.46.4

164.2 18.46.5

235.6 18.46.6

428.4 18.46.7

507.4 18.46.8

18.47

149.2 18.47.1

170.1 18.47.2180.55 18.47.3

196.8 18.47.4

237.45 18.47.5

335.5 18.47.6

528.3 18.47.7

607.3 18.47.8

5.25 18.48

18.49

313.1 18.49.1



274.4 18.5

18.50.1

18.51

315.8 18.51.1

18.52

313.1 18.52.1

18.53

347.65 18.53.1

18.54

120.85 18.54.1

166.15 18.54.2

189.4 18.54.3

137.15 18.54.4

18.55

120.85 18.55.1

148.75 18.55.2

195.2 18.55.3

18.56



185.25 18.56.1

266.55 18.56.2

18.57

113.9 18.57.1

96.45 18.57.2

18.58

18.58.1

39.7 18.58.1.146.65 18.58.1.2

18.58.2

109.35 18.58.2.1

18.59

3,615.70 18.59.15,276.65 18.59.2

6,858.75 18.59.3

18.6

2,448.40 18.60.1

3,719.80 18.60.2

5,261.80 18.60.3

5,914.55 18.60.4

18.61

3,110.45 18.61.1

4,672.20 18.61.2



6,067.85 18.61.3

8,404.80 18.61.4

18.62

165.6 18.62.1

234.5 18.62.2

497.4 18.62.3

902.75 18.62.4

1,338.30 18.62.5

148.75 18.63

101.95 18.64

133.3 18.65

18.66

4,205.85 18.66.1

4,737.80 18.66.2

18.67

6,305.85 18.67.16,586.90 18.67.2

18.68

10,487.25 18.68.1

15,685.00 18.68.2



18.69

11,023.85 18.69.1

16,644.40 18.69.2

18.7

39 18.70.1

60.3 18.70.2

98.2 18.70.3

111.7 18.70.4

153.1 18.70.5

182.15 18.70.6

340.4 18.70.7

378.35 18.70.8

393.2 18.70.9

489.3 18.70.10

739.65 18.70.11

853.45 18.70.12

953.35 18.70.13

1,255.25 18.70.14

1,523.90 18.70.15

18.71

1,151.15 18.71.1

1,781.85 18.71.2

2,468.85 18.71.3

3,304.85 18.71.4

4,201.30 18.71.5

5,372.75 18.71.6

6,940.35 18.71.7

8,985.75 18.71.8

11,716.30 18.71.9

15,287.90 18.71.10

18.72

703.3 18.72.1

1,025.40 18.72.2

1,457.15 18.72.3

1,972.55 18.72.4



2,784.90 18.72.5

3,214.25 18.72.6

3,837.60 18.72.7

4,550.35 18.72.8

5,367.20 18.72.9

7,081.30 18.72.108,795.70 18.72.11

12,243.20 18.72.12

15,055.70 18.72.13

18,247.50 18.72.14

775.5 18.72.15

1,152.80 18.72.16

1,589.45 18.72.17

2,056.35 18.72.18

2,639.45 18.72.19

3,102.25 18.72.204,435.65 18.72.21

4,925.90 18.72.22

6,591.35 18.72.23

7,404.65 18.72.24

10,052.75 18.72.25

11,464.10 18.72.26

11,808.40 18.72.27

13,770.10 18.72.28

15,500.90 18.72.29

18.73

2,206.35 18.73.1

3,055.35 18.73.2

3,963.40 18.73.3

5,262.65 18.73.4

6,771.65 18.73.5

8,434.20 18.73.6

10,076.25 18.73.7

12,180.70 18.73.814,761.20 18.73.9

20,023.70 18.73.10

24,693.40 18.73.11



18.74

45.55 18.74.1

52.9 18.74.2

18.75

38.75 18.75.1

45.75 18.75.2

66.65 18.75.3

18.76

92.45 18.76.1

82.25 18.77

36.65

18.78

70.05

18.79

18.8

289.75 18.80.1

381.15 18.80.2

478.85 18.80.3

580.8 18.80.4



786.95 18.80.5

1,007.55 18.80.6

1,150.00 18.80.7

1,302.95 18.80.8

1,470.50 18.80.9

1,645.65 18.80.101,834.55 18.80.11

2,235.70 18.80.12

18.81

106.85 18.81.1

130.05 18.81.2

159.55 18.81.3

188.25 18.81.4

283.7 18.81.5

335.95 18.81.6

388.5 18.81.7

463.95 18.81.8

542.1 18.81.9

624.9 18.81.10

709.35 18.81.11

887.95 18.81.12

18.82

82.65 18.82.1

85.35 18.82.2

87.8 18.82.3

90.45 18.82.4

99.95 18.82.5109.3 18.82.6

117.3 18.82.7

124.6 18.82.8

131.15 18.82.9

137.95 18.82.10

143.65 18.82.11



153.2 18.82.12

18.83

22.1 18.83.1

29.8 18.83.2

41.75 18.83.356.15 18.83.4

74.9 18.83.5

92.65 18.83.6

111.4 18.83.7

129.1 18.83.8

147.7 18.83.9

165.6 18.83.10

184.2 18.83.11

218.55 18.83.12



DRAINAGE


NOTE : -

STONE WARE PIPES AND FITTINGS

19.1

19.1.1 100 mm diameter metre






19.2

19.2.1 100 mm diameter S.W. pipe metre

19.2.2 150 mm diameter S.W. pipe metre19.2.3 200 mm diameter S.W. pipe metre



19.3







The rates given for all the items under sub-head ‘ Drainage’ areapplicable to work executed in soils above subsoil water level.Extra allowance has to be made for work under subsoil water level.

Providing, laying and jointing glazed stoneware pipes grade ‘A’ withstiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand)including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10 graded stone aggregate 40 mmnominal size) alround S.W. pipes including bed concreteas per standard design:

Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand : 10 graded stone aggregate 40 mmnominal size) upto haunches of S.W. pipes including bedconcrete as per standard design :



19.4

19.4.1 100x100 mm size P type

19.4.1.1 With F.P.S. Bricks class designation 75 each

19.4.1.2 With Sewer bricks conforming to IS : 4885 each

19.4.2 150 x 100 mm size P type.

19.4.2.1 With F.P.S. bricks class designation 75 each

19.4.2.2 With sew er bricks conf orming to IS : 4885 each

19.4.3 180x150 mm size P type



19.5





19.5.5 250 mm diameter metre19.5.6 300 mm diameter metre




19.6

19.6.1 100 mm dia. R.C.C. pipe metre







Providing and fixing square-mouth S.W. gully trap grade‘A” complete with C.I. grating brick masonry chamberwith water tight C.I. cover with frame of 300 x300 mmsize (inside) the weight of cover to be not less than 4.50kg and frame to be not mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design :

Dismantling of old S.W. pipes including breaking of jointsand bed concrete stacking of useful materials near thesite within 50 m lead and disposal of unserviceablematerials into municipal dumps:

Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 finesand) including testing of joints etc. complete :









19.7

19.7.1

19.7.1.1 With F.P.S. bricks with class designation 75 each


19.7.2



19.7.3



19.8 Extra for depth for manholes

19.8.1 Size 90x80 cm

Constructing brick masonry manhole in cement mortar1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with1:2:4 mix (1 cement: 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size), foundation concrete1:4:8 mix (1 cement: 4 coarse sand : 8 graded stoneaggregate 40mm nominal size) inside plastering 12mmthick with cement mortar 1:3 (1 cement: 3 coarse sand)finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement complete asper standard design :

Inside size 90x80 cm and .45 cm deep including C.I.cover with frame (light duty) 455x610 mm internaldimensions total weight of cover and frame to be notless than 38 kg (weight of cover 23 kg and weight of frame 15 kg):

Inside size 120x90 cm and 90 cm deep including C.I.cover with frame (medium duty) 500 mm internaldiameter, total weight of cover and frame to be not lessthan 116 kg (weight of cover 58 kg and weight of frame58 kg):

Inside size 120x90 cm and 90 cm deep including C.I.cover with frame (heavy duty) 560 mm internaldiameter, total weight of cover and frame to be not less

than 208 kg (weight of cover 108 kg and weight of frame100 kg)



19.11

19.11.1


19.11.1.2 With Sewer bricks conforming IS : 4885 each

19.12

19.12.1 With F.P.S. bricks class designation 75 metre

19.12.2 With Sewer bricks conforming IS : 4885 metre

19.13

Constructing brick masonry circular manhole 1.22minternal dia at bottom and 0.56m dia at top in cementmortar 1:4 (1 cement :4 coarse sand) inside cementplaster 12mm thick with cement mortar 1:3 (1 cement :3coarse sand) finished with a floating coat of neatcement^foundation concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 40mm nominal size)and making necessary channel in cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stonecomplete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy dutyHD-20 grade designation) 560mm internal diameterconforming to I.S. 12592, total weight of cover andframe to be not less than 182kg. fixed in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) including centeringshuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall bepaid for separately):

Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m :

Constructing brick masonry circular manhole 1.52 minternal dia at bottom and 0.56 m dia at top in cementmortar 1:4 (1 cement : 4 coarse sand) inside cementplaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neatcement, foundation concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 40mm nominal size)and making necessary channel in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size) finished with a floating coat of neatcement all complete as per standard design :



19.13.1


19.13.1.2 With Sewer bricks conforming IS : 4885 each

19.14

19.14.1 With F.P.S. bricks class designation 75 metre

19.14.2 With Sewer bricks conforming IS : 4885 metre

19.15

19.15.1 With 20x20 mm square bar each

19.15.2 With 20 mm diameter round bar each

19.16 each

2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameterconforming to I.S. 12592, total weight of cover andframe to be not less than 182 kg. fixed in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) including

centering shuttering all complete. (Excavation, foot restsand 12 mm thick cement plaster at the external surfaceshall be paid for separately):

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :

Providing M.S. foot rests including fixing in manholeswith 20x20x10 cm cement concrete blocks 1:3:6 (1cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design :

Providing orange colour safety foot rest of minimum6 m m th ick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS : 1786 havingminimum cross section as 23 mmx25mm and over allminimum length 263 mm and width as 165mm withminimum 112 mm space between protruded legs having2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoringprojections on tail length on 138 mm as per standarddrawing and suitable to with stand the bend testand chemical resistance test as per specifications andhaving manufacture’s permanent identification mark to

be visible even after fixing, including fixing in manholeswith 30x20x15 cm cement concrete block 1:3:6 (1cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.



19.17

19.17.1 With 20x20 mm square bar each19.17.2 With 20 mm diameter round bar each

19.18 Supplying and fixing C.I. cover without frame for manholes :

19.18.1 each

19.18.2 each

19.18.3 each

19.19

19.19.1 L D- 2.5

19.19.1.1 Rectangular shape 600x450mm internal dimensions each

19.19.1.2 Square shape 450mm internal dimensions each

19.19.1.3 Circular shape 450mm internal diameter each

19.19.2 M D - 10

19.19.2.1 Square shape 450mm internal dimension each

19.19.2.2 Circular shape 500mm internal diameter each

19.19.3 H D - 20

19.19.3.1 Circular shape 560 mm internal diameter each

19.19.4 EHD - 35

19.19.4.1 Circular shape 560 mm internal dia. each

19.20 each

Replacement of M.S. foot rests in manholes includingdismantling concrete blocks and fixing with 20x20x10cm cement concrete blocks 1:3:6 (1 cement: 3 coarsesand : 6 graded stone aggregate 20 mm nominal size):

455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

Supplying and fixing C.I. cover 300x300 mm withoutframe for gully trap (standard pattern) the weight of cover to be not less than 4.5kg.



19.21

19.21.1 For pipes 100 to 230 mm diameter each



19.22

19.22.1 100 mm dia. sand cast iron drop connection each

19.22.2 150 mm dia. sand cast iron drop connection each

19.23

19.23.1 For 100 mm dia. sand cast iron drop connection metre

19.23.2 For 150 mm dia. sand cast iron drop connection metre

19.24

19.24.1 Rectangular manhole 90x80 cm and 45 cm deep each

19.24.2 Rectangular manhole 120x90 cm and 90 cm deep each

Making connection of drain or sewer line with existingmanhole including breaking into and making good thewalls, floors with cement concrete 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone aggregate 20 mmnominal size) cement plastered on both sides withcement mortar 1:3 (1 cement : 3 coarse sand) finished

with a floating coat of neat cement and makingnecessary channels for the drain etc. complete :

Providing sand cast iron drop connection externally for60 cm drop from branch sewer line to main sewermanhole including inspection and cleaning eye with

chain and lid, sand cast iron drop pipe and bend encasedalround with cement concrete 1:5:10 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size)with all centring and shuttering required, cutting holes inwalls and making good with brick work in cement mortar1:4 (1 cement : 4 coarse sand) plastered with cementmortar 1:3 (1 cement : 3 coarse sand) on inside of themanhole wall lead caulked joints between sand cast ironpipes, and fittings, stiff cement mortar 1:1 (1 cement: 1fine sand) joints between sand cast iron tee and S.W.pipe, making required channels complete as perstandard design and specifications :

Extra for depths beyond 60 cm of sand cast iron dropconnection complete :

Dismantling of manhole including R.C.C. top slab, C.I.cover with frame including stacking of useful materialsnear the site and disposal of unserviceable materials intomunicipal dumps within 50 m lead :



19.24.3 Rectangular arch type manhole 140x90cm and 2.45m deep each

19.24.4 Circular manhole 122 cm diameter and 1.68 m deep each

19.25 Extra for depth of manholes dismantled:19.25.1 Rectangular manhole 90x80 cm and 45 cm deep metre

19.25.2 Rectangular manhole 120x90 cm and 90 cm deep metre

19.25.3 metre

19.25.4 metre

19.26

19.26.1 each

19.26.2 each

19.26.3 each

19.26.4 each

19.27

19.27.1 With F.P.S. bricks each

19.28

19.28.1 With F.P.S. Bricks each

Rectangular arch type manhole 140x90 cm and 2.45m deep (up to4.25 m depth).

Circular manhole 122 cm diameter and 1.68 m deep (up to 2.29 mdepth)

Raising manhole cover and frame slab to required levelincluding dismantling existing slab and making good thedamage as required (Raising depth of manhole to bepaid separately):

Rectangular manhole 90x80 cm with rectangular cover 600x450mm of grade LD - 2.5

Rectangular manhole 120x90 cm w ith circular cover 500 mm dia of grade MD - 10

Rectangular manhole 120x90 cm w ith circular cover 560 mm dia of grade HD - 20

Circular manhole 140 cm dia with circular cover 600 mm dia of gradeEHD - 35

Constructing brick masonry road gully chamber50x45x60 cm with bricks of class designation 75 incement mortar 1:4 (1 cement : 4 coarse sand) including500x450 mm precast R.C.C. horizontal grating withframe complete as per standard design :

Constructing brick masonry road gully chamber45x45x77.5 cm with bricks of class designation 75 incement w mortar 1:4(1 cement: 4 coarse sand ) withprecast R.C.C. vertical grating complete as per standarddesign :



19.29


19.30

19.30.1

19.30.1.1 With F.P.S. bricks each

19.30.2


19.30.3


19.31 Extra for depth beyond 45 cm of brick masonry chamber :

19.31.1 For 455x610 mm size

19.31.1.1 With F.P.S. bricks metre

19.31.2 For 500x700 mm size


19.31.3 For 600x850 mm size


Constructing brick masonry road gully chamber110x50x77.5 cm with bricks of class designation 75 incement mortar 1:4 (1 cement : 4 coarse sand) including500x450 mm precast R.C.C. horizontal grating withframe and vertical grating complete as per standarddesign :

Constructing brick masonry chamber for undergroundC.I. inspection chamber and bends with 75 classdesignation bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610mm internal dimensions, total weight of cover withframe to be not less than 38 kg (weight of cover 23 kgand weight of frame 15 kg) R.C.C. top slab with 1:2:4mix (1 cement :2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) foundation concrete

1:5:10 (1 cement: 5 fine sand : 10 graded stoneaggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarsesand) finished smooth with a floating coat of neatcement on walls and bed concrete etc. complete as perstandard design :

Inside dimensions 455x610 mm and 45 cm deep for single pipeline :

Inside dimensions 500x700 mm and 45 cm deep for pipe line with oneor two inlets :

Inside dimensions 600x 850 mm and 45 cm deep for pipe line withthree or more inlets :



19.32


19.33 each

19.34

19.34.1 100 mm dia each19.34.2 150 mm dia each

Making soak pit 2.5 m diameter 3.0 metre deep with 45x 45 cm dry brick honey comb shaft with bricks of classdesignation 75 and S.W. drain pipe 100 mm diameter,1.8 m long complete as per standard design.

Constructing soak pit 1.20x1.20x1.20m filled withbrickbats including S.W. drain pipe 100 mm diameterand 1.20 m long complete as per standard design.

Providing and fixing S.W. intercepting trap in manholeswith stiff mixture of cement mortar 1:1 (1 cement: 1 finesand) including testing of joints etc. complete :



Rate Rs.

105.90

151.65

247.15

269.90

342.85

469.65

331.20

405.05472.15

516.90

546.00

157.40

255.10

299.85

328.95

349.10

402.80



935.15

1033.35

961.95

1060.15

1036.75

1134.95

13.35

14.75

15.70

16.20

16.6517.60

20.25

22.15

23.10

173.95

202.85

258.20

338.75

499.55

584.85

895.10



1000.90

1167.40

1413.90

1740.95

2093.70

2208.30

5383.70

5640.50

11882.20

12584.65

15673.85

16278.10



2654.00

3401.80

3179.95

4071.30

4933.50

5347.90

2289.75

2915.90



8946.25

9934.70

2954.75

3772.05



18281.60

21089.40

6956.05

9069.45

149.85

125.15

182.40



167.95143.20

1007.45

2507.35

4293.30

883.25

748.50

671.80

825.35

792.75

1110.30

1223.00

205.30



164.30

205.40

302.95

2978.05

4530.90

1004.65

1504.90

388.75

680.85



1288.10

988.45

309.75

368.80

298.15

522.65

824.25

1287.45

1198.10

115.25

2248.35

2358.00



4272.30

3146.40

3590.95

4068.50

1845.65

2013.70

2345.30



Code No Description

20.1

20.1.1 400 mm dia piles




20.1.5 750 mm dia piles.


20.1.7 1200 mm dia piles.20.1.8 1500 mm dia piles.

20.2




20.2.4 500 mm dia. piles






Providing, driving and installing driven cast-in-situ reinforced cement concrete pilesof specified diameter and length below the pile cap M 35 in cement concrete, to carrysafe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap

etc. all complete. (Length of pile for payment shall be measured from top of shoe tothe bottom of pile cap):

Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry asafe working load not less than specified, excluding the cost of steelreinforcement but including the cost of boring with, bentonite solution and temporarycasing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all earth with all lifts and leads (Length of pile for payment shall be measured uptocomplete, including removal of excavated bottom of pile cap).



20.3





20.4

20.4.1 300 mm dia piles.20.4.2 400 mm dia piles


550 mm dia piles

20.5







20.6

20.6.1 Single pile upto 50 tonne capacity

20.6.1.1 Initial test.

Boring, Providing and installing cast in situ single under reamed piles of specifieddiameter and length below pile cap in M 35 cement concrete, to carry a safe workingload not less than specified, excluding the cost of steel reinforcement but includingthe cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap):

Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified diameter (Only the quantity of extra bulbs are to be paid).

Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carrysafe working load not less than specified. With a central through preformed hole withM.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2(1cement: 2 coarse sand) under sufficient positive pressure to ensure complete fillingincluding centring, shuttering, driving and removing the steel casing pipe and liftingcasing etc. complete but excluding the cost of steel reinforcement. (Length of pile for

payment shall be measured from top of the shoe to the bottom of pile cap).

Vertical load testing of piles in accordance with IS 2911 (Part IV) includinginstallation of loading platform and preparation of pile head or construction of testcap and dismantling of test cap after test etc. complete as per specification & thedirection of Engineer in-charge.



Unit Rate Rs.

metre 1428.85

metre 1758.75

metre 2120.00

metre 2285.95

metre 3826.05

metre 6242.15

metre 7981.90metre 11114.75

metre 1070.50

metre 1302.00

metre 1705.95

metre 2005.70

metre 2640.90

metre 3786.75

metre 6220.05

metre 7993.10

metre 11276.10



metre 1623.00

metre 1933.55

metre 2118.25

metre 2332.70

metre 1030.25metre 1167.05

metre 1249.70

metre 1391.60

metre 1691.50

metre 1956.70

metre 2104.70

metre 2345.55

metre 4135.30

metre 5691.30

per test 22649.20



per test 13357.20

per test 31941.20

per test 20907.00

per test 43556.20 per test 26714.50

per test 13357.20

per test 20907.00

per test 26714.50

per test 13357.20

per test 20907.00



ALUMINIUM WORK

Description

For fixed portion

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Anodised aluminium (anodised transparent or dyed to required shade according

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing aluminium work for doors, windows, ventilators and partitions

with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners includingnecessary filling up of gaps at junctions, at top, bottom and sides with requiredPVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanically wherever required including cleat angle,Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws,all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately):

Anodised aluminium (anodised transparent or dyed to required shade according toIS: 1868, Minimum anodic coating of grade AC 15)

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixinghinges/pivots and making provision for fixing of fittings wherever requiredincluding the cost of PVC / neoprene gasket required (Fittings shall be paid for

separately).

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade 1 Type II in panelling

fixed in aluminium doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

Pre-laminated particle board with decorative lamination on one side and balancinglamination on other side.



Pre-laminated particle board with decorative lamination on both sides.

With float glass panes of 4.0 mm thickness

With float glass panes of 5.50 mm thickness

With float glass panes of 8 mm thickness

With stainless steel cover plate

With brass cover plate

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architecturaldrawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

Providing and fixing double action hydraulic floor spring of approved brand andmanufacture IS : 6315 marked, for doors including cost of cutting floors as required,embedding in floors and cover plates with brass pivot and single piece M.S. sheetouter box with slide plate etc. complete as per the direction of Engineer-in-charge.

Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved makeconforming to IS : 733 in frames of false ceiling including aluminium angle cleatswith necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter anglesfixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6«mm dia. with necessary cadmium plated machinescrews all complete as per approved architectural drawings and direction of the

Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion holdfasteners to be paid for separately).

Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length)fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size60mm long and expansion hold fasteners 12.5 mm dia. 40mm long complete as per direction of Engineer -in-charge.



Upto 5mm depth and 5 mm width

For fixed portion

For shutters of doors, windows & ventilators.

205 X 19 mm255 X 19 mm

355 X 19 mm

510 X 19 mm

710 X 19 mm

Providing and fixing machine moulded aluminium covering of approved pattern &design, made out of machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with fullthreaded, cadmium plated steel screws 4mm dia. stem, 30mm long and aluminiumwashers 2mm thick, 15mm dia. at a staggered pitch of 200mm centre to centreincluding drilling holes in the receiving surface and providing expandable plastic

sleeves in holes etc. complete.

Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to requiredshade according to IS: 1868, Minimum anodic coating of grade AC 15)

Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.

Extra for applying additional anodic coating AC 25 instead of AC 15 toaluminium extruded sections.

Providing and fixing double glazed hermetically sealed glazing in aluminium

windows, ventilators and partition etc. with 6 mm thick clear float glass both sidehaving 12 mm air gap including providing EPDM gasket, perforatedaluminium spacers, desiccants, silicon sealant (Both primary and secondary sealant)etc. as per specifications, drawings and direction of Engineer-in-charge complete.

Providing and fixing stainless steel (SS-304 grade) adjustable friction windows staysof approved quality with necessary stainless steel screws etc. to the side hungwindows as per direction of Engineer-in-charge complete.



Anodized (AC 15 ) aluminium tubular handle bar

Powder coated minimum thickness 50 micron aluminium tubular handle bar.

Anodized (AC 15) aluminium

Powder coated minimum thickness 50 micron aluminium.

Polyester powder coated minimum thickness 50 micron aluminium.

Anodized (AC 15 ) aluminium

Powder coated minimum thickness 50 micron aluminium

Polyester powder coated minimum thickness 50 micron aluminium.

Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.

Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar

Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

Providing and fixing anodised aluminium (anodised transparent or dyed torequired shade according to IS : 1868. Minimum anodic coating of grade AC 15) subframe work for windows and ventilators with extruded built up standard tubular

sections of approved make conforming to IS: 733 and IS : 1285 fixed with rawl plugs and stainless steel screws etc.

Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.

Providing and fixing aluminium round shape handle of outer dia 100mm with SSscrews etc. Complete as per direction of Engineer-in-charge



Unit Rate Rs. Code No

21.1

21.1.1

kg 290.45 21.1.1.1

kg 306.30 21.1.1.2

kg 312.40 21.1.1.3

21.1.2

kg 310.45 21.1.2.1

kg 326.60 21.1.2.2

kg 332.85 21.1.2.3

21.2

sqm 776.05 21.2.1



sqm 812.60 21.2.2

21.3

sqm 554.95 21.3.1

sqm 673.55 21.3.2

sqm 556 21.3.3

21.4

each 1,733.50 21.4.1

each 1,907.70 21.4.2

kg 364.45 21.5

each 71.1 21.6



21.7

kg 335.85 21.7.1

kg 351.7 21.7.2

21.8

metre 58.85 21.8.1

21.9

kg 9.30 21.9.1

kg 9.30 21.9.2

sqm 2,808.90 21.10

21.11

each 175.10 21.11.1each 193.20 21.11.2

each 247.55 21.11.3

each 458.95 21.11.4

each 836.45 21.11.5



21.12

each 433.75 21.12.1

each 458.45 21.12.2

each 467.95 21.12.3

each 208.35 21.13

kg 303.9 21.14

21.15

each 37.20 21.15.1

each 40.70 21.15.2

each 43.00 21.15.3

21.16

each 45.30 21.16.1

each 49.95 21.16.2

each 52.30 21.16.3



WATER PROOFING

Code No Description

22.1

22.1.1 Using rough kota stone.

22.2

22.2.1 Using rough Kota stone

22.3

Providing and laying integral cement based treatm ent for water proofing onhorizontal surface at all depth below ground level for under ground structures as

directed by Engineer-in-Charge and consisting of : (i) 1st layer of 22mm to 25mmthick approved and specified rough stone slab over a 25mm thick base of cementmortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compoundconforming to IS:2645 in the recommended proportion over the levelling course(levelling course to be paid separately). Joints sealed and grouted with cement slurrymixed with water proofing compound . ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound inrecommended proportions. iii) Finishing top with stone aggregate of 10mm to 12mmnominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

Providing and laying integral cement based treatment for water proofing on thevertical surface by fixing specified stone slab 22 mm to 25mm thick with cementslurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurry mixed with water proofingcompound and finishing the exjerior of stone slab with cement mortar 1:3 (1 cement :3 coarse sand) 20mm thick with neat cement punning mixed with water proofingcompound in recommended proportion complete at all levels and as directed by

Engineer-in-charge :

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compoundconforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) Ilnd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended

proportion including rounding off junction of vertical and horizontal surface. (iii)Illrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVCsheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)



22.4

22.4.1 Serrated with central bulb (225mm wide, 8-11mm thick).22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick).

22.4.3 Kickers (320mm wide, 5mm thick).

22.5

22.6

22.7

Providing and Placing in position suitable PVC water stops conforming to IS: 12200for construction/expansion joints between two RCC members and fixed to thereinforcement with binding wire before pouring concrete etc. complete :

Providing and laying water proofing treatment in sunken portion of WCs, bathroometc., by applying cement slurry mixed with water proofing cement compoundconsisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixedwith water proofing cement compound @ 0.253 kg/sqm. This layer will be allowedto air cure for 4 hours (b) Second layer of slurry of cement @ 0.242 kg/sqm mixedwith water proofing cement compound @ 0.126 kg/sqm. This layer will be allowedto air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipesand masonry with polymer mixed slurry.

Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glasscloth when the first layer is still green. Overlaps of joints of fibre cloth should not beless than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm andcoarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed bywater curing for 48 hours. The entire treatment will be taken upto 30cm on parapetwall and tucked into groove in parapet all around. (d ) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of m easurement the entire treated surface will be measured.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etcconsisting of following operations:



22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm.

22.8

22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322.

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm . of cement admixedwith water proofing compound conforming to IS. 2645 and approved byEngineer-in-charge over the RCC slab including adjoining walls upto 300mm heightincluding cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mmsize with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-chargeover 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge to required slope and treating similarly the adjoining walls upto300 mm height including rounding of junctions of walls and slabs

(c) After two days of proper curing applying a second coat of cement slurry using2.75kg/ sqm of cement admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1cement :4 coarse sand) admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowelwith neat cement slurry and making pattern of 300x300 mm square 3mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum periodof two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for eachcourse, second course of roofing felt type 3 grade-I (Hessian based self finished bitumen” felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic diameter per square metre including preparation of surface but excluding grading complete with :



22.9

22.10

22.11

22.12

22.13

22.13.1 At 6 cudm per sqm.

22.13.2 at 8 cudm per sqm.

22.14 Grading roof for water proofing treatment with

22.14.1

22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand)

22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand)

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of arearespectively, second and fourth courses of roofing felt type 3 grade I conforming toIS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 andsixth and final course of stone grit 6 mm and down size or pea sized gravel spread at

6 cubic dm per sqm including preparation of surface but excluding grading,complete.

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumenapplied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, secondand fourth courses of roofing felt type 2 grade I (fibre base self finished bitufnen felt)six and final courses of stone grit 6mm and down size or pea sized gravel spread at6cu.dm per sqm including preparation of surface, excluding grading compete.

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumenapplied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, secondand fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6mm and down size or pea sizedgravel spread at 6 cubic dm per sqm including preparation of surface but excludinggrading, complete.

Supplying and applying bituminous solution primer on roof and or wall surface at0.24 litre per sqm.

Deduct for omitting in water proofing treatment final course of spreading stonegrit 6mm down size or pea sized gravel :

Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mmnominal size)



22.15

22.16

Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding [email protected] Kg/sqm, which shall consist of blown type bitumen of grade 85/25conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modifiedPolymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers

prefabricated with centre core as 20micron HMHDPE film sandwitched on bothsides with polymeric mix and the polymeric mix is protected on both side with20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (lcement:3 fine sand) mixedwith 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat which shall be paidfor separately as per DSR Item No. 12.19.

Providing and laying in situ five course water proofing treatment with APP (AtacticPolypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40K g per sqm, 2nd & 4th courses of bonding material @1.20Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conformingto IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated withcentre core as 100 micron HMHDPE film sandwitched on both sides with polymericmix and the polymeric mix is protected on both side with 20micron HMHD PE film .5th, the top most layer shall be finished with brick tiles of class designation 100grouted with cement mortar 1:3 (1 cement: 3 fine (1 cement : 3 fine sand) andfinished neat which shall be paid for separately as persand) mixed with 2% integralwater proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 DSR Item No. 12.19.



22.17

22.18

22.18.1 2mm (for corrugated roof sheets)

Providing and laying in situ seven course water proofing treatment with APP (AtacticPolypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conformingto IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymericmembrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers

prefabricated with centre core as 100 micron HMHDPE film sandwitched on bothsides with polymeric mix and the polymeric mix is protected on both side with

20micron HMHDPE film. 7th, the top most layer shall be finished with brick tilesof class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand)mixed with 2% integral water proofing compound by weight of cement over a 12 mmlayer of cement mortar 1:3 ( 1 cement: 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19.

Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricatedfive layer 2mm thick water proofing membrance, black finished reinforced with glassfibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40ltr/sq. mt. by the same membrane manufacturer of density at 25°C, 0.87 - 0.89 kg/ ltr and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laidusing Butane torch and sealing all joints etc., and preparing the surface complete. Thevital physical and chemical parameters of the membrane shall be as under : Jointstrength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in

accordance with ASTM, D - 5147. The laying of membrane shall be got done throughthe authorised applicator of the manufacturer of membrane:



22.19

22.19.1 3 mm thick

22.20

22.20.1 3 mm thick

22.21

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricatedfive layer, 3mm thick water proofing membrane, black finished reinforced with glassfibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40ltr/sqm. by the same membrane manufacturer of density at 25°C, 0.87 - 0.89 kg/ltr and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laidusing butane torch and sealing all joints etc., and preparing the surface complete. The

vital physical and chemical parameters of the membrane shall be as under : Jointstrength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested inaccordance with ASTM, D - 5147. The laying of membrane shall be got done throughthe authorised applicator of the manufacturer of membrane:

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricatedfive layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane@ 0.40 ltr/sqm. by the same membrane manufacturer of density at 25°C, 0.87-0.89kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall belaid using Butane Torch and sealing all joints etc. , and preparing the surfacecomplete. The vital physical and chemical parameters of the membrane shall be asunder : Joint strength in longitudinal and transverse direction at 23°C as650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N.Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°Cwhen tested in accordance with ASTM, D - 5147. The laying of membrane shall begot done through the authorised applicator of the manufacturer of membrane.

Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per m anufactures recommendation [for

Item No. 25.18 to 25.20]



Unit Rate Rs.

sqm 540.30

sqm 647.85

sqm 272.50



metre 386.75metre 358.85

metre 380.95

sqm 143.85

sqm 237.50



sqm 541.50

sqm 184.80



sqm 292.75

sqm 315.55

sqm 316.65

sqm 15.00

sqm 8.65

sqm 11.05

cum 3314.95

cum 5045.35

cum 4357.65



sqm 283.25

sqm 221.15



sqm 372.70

sqm 256.25



sqm 304.80

sqm 350.80

sqm 38.75



HORTICULTURE AND LANDSCAPING


23.1 cum 16.95

23.2 cum 144.05

23.3 cum 136.85

23.4

23.4.1 Screened through sieve of I.S. designation 20mm cum 82.90

23.4.2 Screened through sieve of I.S. designation 16mm cum 90.75

23.4.3 Screened through sieve of I.S. designation 4.75mm cum 97.05

23.5 Rough dressing the trenched ground including breaking clods. 100sqm 33.05

23.6 100sqm 106.85

23.7 Fine dressing the ground 100sqm 80.20

23.8 cum 11.60

23.9 Mixing earth and sludge or manure in proportion specified or directed. cum 7.85

Trenching in ordinary soil upto a depth of 60cm includingremoval and stacking of serviceable materials and thendisposing of by spreading and neatly levelling with in a

lead of 50m and making up the trenched area to properlevels by filling with earth or earth mixed with sludgeor/and manure before and after flooding trench withwater (excluding cost of imported earth, sludge ormanure).

Supplying and stacking of good earth at site includingroyalty and carriage upto 1 km (earth measured instacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royaltyand carriage upto 1 km (sludge measured in stacks willbe reduced by 8% for payment),

Supplying and stacking at site dump manure from Badlior other approved source, including carriage upto 1 kmmanure measured in stacks will be reduced by 8% forpayment):

Uprooting weeds from the trenched area after 10 to 15days of its flooding with water including disposal of uprooted vegetation.

Spreading of sludge, dump manure or/and good earth in

required thickness (Cost of sludge, dump manure or/ andgood earth to be paid separately).



23.10

23.10.1 In rows 15 cm apart in either direction. 100sqm 121.00

23.10.2 In rows 7.5 cm apart in either direction. 100sqm 251.2523.10.3 In rows 5 cm apart in either direction. 100sqm 384.85

23.11 100sqm 741.50

23.12 100sqm 1318.20

23.13 cum 47.90

Grassing with ‘Doob’ grass including watering andmaintenance of the lawn for 30 days or more till thegrass forms a thick lawn free from weeds and fit formowing including supplying good earth if needed (thegood earth shall be paid for separately).

Renovating lawns including weeding, cheeling the grass,forking the ground, top dressing with sludge or manure,mixing the same with forked soil, watering andmaintaining the lawn for 30 days or more till the grassforms a thick lawn free from weeds and fit for mowingand disposal of rubbish as directed, including supplyinggood earth if needed but excluding the cost of sludge ormanure (the good earth shall be paid for separately).

Uprooting rank vegetation and weeds by digging thearea to a depth of 60cm removing all weeds and othergrowth with roots by forking repeatedly, rough dressing,flooding with water, uprooting fresh growths after 10 to15 days breaking clods, and then fine dressing forplanting new grass, including disposal of all rubbish withall leads and lifts.

Preparation of beds for hedging and shrubbery by

excavating 60cm deep and trenching the excavatedbase to a further depth of 30cm, refilling the excavatedearth after breaking clods and mixing with sludge ormanure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stackedvolume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary,watering and finally fine dressing, levelling etc. includingstacking and disposal of materials declaredunserviceable and surplus earth by spreading andlevelling as directed, within a lead of 50m lift upto 1.5 mcomplete (cost of sludge, manure or extra earth to be

paid for separately).



23.14

23.14.1 Holes 1.2 m dia and 1.2 m deep. each 146.65

23.14.2 Holes 60 cm dia, and 60 cm deep. each 19.25

23.15

23.15.1 With F.P.S. Bricks each 595.70

23.16 each 1595.85

23.17

23.17.1 A coat of coal tar. each 115.65

23.17.2 each 187.70

Digging holes in ordinary soil and refilling the same withthe excavated earth mixed with manure or sludge in theratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volumeof manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth,if any with all leads and lifts (cost of manure, sludge or

extra good earth if needed to be paid for separately) ;

Half brick circular tree guard in 50 class designationbricks, internal diameter 1.25 metre and height 1.2metre above ground and 0.20 m below ground bottomtwo courses laid dry and top three courses in lime mortar1:2 (1 lime putty : 2 surkhi) or cement mortar 1:6 (1cement : 6 fine sand) and the intermediate coursesbeing in dry honey comb masonry as per designcomplete:

Providing and fixing M.S. flat iron tree guard 60cm dia.and 2m height above ground level formed of 4 nos.25x6mm and 8 nos. 25x3mm vertical M.S. flats rivettedto 3 nos. 25x6mm M.S. flat iron rings in two halves,bolted together with 8mm dia. And 30mm long boltsincluding painting two coats with paint of approved

brand and manufacture over a coat of priming,complete in all respects.

Making tree guard 53 cm dia. and 1.3 m high as perdesign from empty coal tar drums supplied free by thedepartment including providing and fixing 2 nos. M.S.sheet rings 50 x 0.5 mm with rivets complete in allrespects including painting inside and outside of treeguard with :

Two or more coats of synthetic enamel paint of approved quality shade over a priming coat



23.18

23.18.1 A coat of coal tar. each 238.10

23.18.2 each 342.15

23.19

23.19.1 75 class designation.

23.19.1.1 F.P.S. Bricks metre 15.05

23.19.2 50 class designation.23.19.2.1 F.P.S. bricks. metre 13.85

23.20 cum 3.95

23.21 cum 109.95

23.22 cum 122.55

23.23 cum 150.80

23.24 Flooding the ground with water including making kiaries and 100sqm 68.40

Making tree guard 53 cm dia. and 2 m high as perdesign from empty coal tar drums supplied free by thedepartment including providing and fixing four legs 40cm long of 30 x 3 mm M.S. flat riveted to tree guard andproviding and fixing 2 nos. M.S. sheet rings 50 x 0.5 mmwith rivets complete in all respects including paintinginside and outside of tree guard with :

Two or more coats of synthetic enamel paint of approvedquality and shade over a priming coat.

Edging with bricks laid dry length wise includingexcavation, refilling, consolidating with hand packingand spreading neatly surplus earth within a lead of 50m :

Filling mixture of earth and sludge or manure in thedesired proportion in trenches, flooding with water andlevelling (cost of supplying earth and sludge or manureand mixing excluded).

Excavation in dumped stones or malba includingstacking of serviceable and unserviceable materialseparately and disposal of unserviceable material lead

upto 50 m and lift upto 1.5 m disposed material to beneatly dressed.

Excavation in bajri path including stacking of serviceableand unservicable material lead upto 50m and lift upto1.5m disposed material to be neatly dressed.

Excation in water bound macadam road includingstacking the srviceable and unserviceable materialseparately and disposal of unservuceabke materil lead

upto 50 m and lift upto 1.5 m disposed material to beneatly dressed.



C

OE

FFIC

IE



F

OR

CEM

E



357

C

ON

SUM

P1.0COEFFICIENTSFOR CEMENT

CONSUMPTION



Quantity of

Code

Descript ion

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

3.1

cum

10.2

3.2

cum

6.8

3.3

cum

5.1

3.4

3.0MORTAR

CementMortar 1:1 (1cement : 1fine sand)

Cementmortar 1:2 (1cement : 2

fine sand).

Cementmortar 1:3 (1cement : 3fine sand).




cum

3.8

3.5

cum

3.1

3.6

cum2.5

3.7

cum

6.8

3.8

cum

5.1

3.9

cum

3.8

3.1



Cementmortar 1:2 (1cement : 2coarse sand).


Cementmortar 1:4 (1

cement : 4coarse sand).



cum

3.13.11

cum

2.5

3.12

cum

6.8

3.13

cum

6.8

3.14

cum

3.1

3.15



Cementmortar 1:2 (1cement : 2stone dust).


marble dust).

Cementmortar 1:5 (1cement : 5marble dust).



Quantity

C

Unit

of cement

ode

to be used

No

per unit

quantity of

work

(Quintals

)

4.1

1.0COEFFICIENTSF OR CEMENT

CONSUMPTION

4.0CONCR ETEWORK

Description

CEMENTCONCRETE (CAST – IN- SITU)



level :4.1.1

cum

6.1

4.1.2

cum

4

4.1.3

Providingand laying in positioncementconcrete of specifiedgrade

excludingthe cost of centring andshuttering -All work upto plinth

1:1:2 (1Cement : 1coarsesand : 2graded stone

aggregate 20mm nominalsize)

1:1½:3 (1Cement :1½ coarsesand : 3graded stone

aggregate 20mm nominalsize).



cum

3.2

4.1.4

cum

3.2

4.1.5

cum

2.2

4.1.6

1:2:4 (1cement : 2coarse sand :4 gradedstoneaggregate

20 mmnominal size)

1:2:4 (1Cement : 2coarsesand : 4

graded stone


1:3:6 (1

Cement : 3coarsesand : 6graded stone





cum

2.2

4.1.7

cum

2.2

4.1.8

cum

1.7

4.1.9

cum

1.7


1:3:6 (1Cement : 3fine sand :6 gradedstoneaggregate

40 mmnominalsize).


aggregate 40

mm nominalsize).

1:4:8 (1cement : 4fine sand : 8graded stoneaggregate 40

mm nominalsize)



4.1.10

cum

1.3

4.1.11

cum

1.3

4.1.12

size).

cum

1.7

4.1.13

1:5:10 (1cement : 5coarsesand : 10graded stone


1:5:10 (1cement : 5fine sand : 10

graded stoneaggregate

40 mmnominal size)

1:2:3½:9 (1

ordinary portlandcement : 2Fly ash :3½

coarsesand : 9graded stoneaggregate40 mmnominal



size)

cum

1.34.2

360

Quantity

C

Unit

1:2½:4:11 (1ordinary

portlandcement : 2½fly ash : 4

coarsesand : 11graded stoneaggregate40 mmnominal

Providingand layingcementconcrete inretainingwalls, returnwalls,

walls (any

thickness)includingattached pilasters,columns, piers,

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:- 4.0

CONCRE TE

WORK



of cement

ode

to be used

No

per unit

quantity of

work

(Quintals

)

4.2.1

Description

abutments, pillars, posts,struts, buttresses,

string or lacingcourses,

parapets,coping, bed blocks,anchor blocks, plainwindowsills,

fillets etc.upto floor five level,excludingthe cost of centring,

shutteringand finishing:



cum

6.1

4.2.2

cum

4,00

4.2.3

cum

3.2

4.2.4


20 mmnominal size)

1:1½:3 (1cement:1½coarsesand:3

graded stone


1:2:4 (1

Cement : 2coarsesand : 4graded stone




cum

3.2

4.2.5

cum

2.2

4.2.6

cum

2.2

4.2.7


40 mmnominalsize).

1:3:6 (1cement : 3coarse sand :6 graded

stoneaggregate

20 mmnominalsize).

1:3:6 (1

cement : 3coarse sand :6 gradedstoneaggregate

40 mmnominalsize).



cum

2.2

4.4

finishing.

4.4.1

cum

3.2

4.4.2

1:3:6 (1cement : 3fine sand : 6graded stoneaggregate 40

mm nominalsize).

Providingand layingcementconcrete in

kerbs, stepsand the likeat

or near ground levelexcludingthe cost of centring,shutteringand





cum

2.2

4.5


20 mmnominalsize).

CEMENTCONCRETE (PRE-CAST)

Providingand fixingupto floor five level precastcementconcrete

string or

lacingcourses,copings, bed plates,anchor blocks, plain

windowsills,shelves,louvers,steps, stair cases, etc.including



4.5.1

cum

3.8

4.5.2

hoisting andsetting in position withcementmortar 1:3 (1Cement : 3

coarse sand),cost of requiredcentring,shutteringandfinishing

smooth with6mm thick cement plaster 1:3 (1Cement : 3fine sand)

on exposedsurfacescomplete.


20mm

nominalsize).



cum

2.8

361

Quantity

C

Unit

of cement

ode

to be used

No

per unit

quantity of

work

(Quintals

)

4.6


20mmnominalsize).

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:- 4.0

CONCRE TE

WORK

Descripti

on



4.6.1

Providingand fixing ator near ground level precastcementconcrete

in kerbs,edgings etc.as per approved pattern andsetting in position

with cementmortar 1:3(1 Cement :3 coarsesand)includingthe

cost of requiredcentring,

shutteringand finishingsmooth with6mm

thick cement plaster 1:3(1 cement :3 fine sand)on exposed

surfacescomplete.



cum

3.62

4.7

1:2:4 ( 1cement : 2coarsesand : 4graded stone

aggregate20mmnominalsize).

Providingand fixingupto floor five level

precastcementconcrete

solid block includinghoisting andsetting in positionwith cement

mortar 1:3(1 cement :3 coarsesand), costof requiredcentring,

shutteringand finishing

smooth with6mm thick cement plaster 1:3 (1



4.7.1

cum

4.13

4.7.2

cum

3.13

4.8

cement : 3fine sand) onexposedsurfacescomplete :


20mmnominalsize).


20mmnominalsize).

Providingand fixingupto floor five level precastcementconcrete



4.8.1

cum

2.47

4.8.2

hollow block includinghoisting andsetting in position with cement

mortar 1:3(1 cement :3 coarsesand), costof requiredcentring,

shutteringand finishingsmooth with6mm thick cement plaster 1:3 (1

cement : 3fine sand) onexposed

surfacescomplete :


20mmnominalsize).



cum

2.01

4.9



Precastingand placingin position125 mm dia

Bollards 600mm high

of requiredshapeincluding providingM.S. PipeSleeve 50mm dia

300 mm longin theBollard andM.S. Pipes40 mm diaand 450 mm

long with150x150x6mm M.S. platewelded at bottom andembedded



each

0.1

4.1

150mm incementconcrete1:3:6 (1Cement : 3coarsesand : 6

graded stoneaggregate20 mmnominalsize)includingnecessary

excavationof size250x250x450mm deepfor the samein

bitumen/concrete pavement atspecifiedspacing.

DAMP-PROOFCOURSE

Providingand layingdamp-proof course40mm thick with cement



sqm

0.13

362

Quantity

C

Unit

of cement

ode

to be used

No

per unit

quantity of

work

(Quintals

)4.11

concrete1:2:4 (1cement : 2coarsesand : 4graded stone

aggregate12.5mmnominalsize).

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:- 4.0

CONCRE TE

WORK

Description



sqm

0.16

Providingand layingdamp-proof course50mm thick with cement

concrete1:2:4 (1cement : 2coarsesand : 4graded stone


MISCELLANEOUS

4.17 Making plinth protection

50mm thick of cementconcrete1:3:6 (1

cement :3coarsesand :6gradedstone

aggregate20mmnominal



sqm 0.11

363

size) over 75mm bed by dry brick ballast40mmnominal sizewell

rammed andconsolidatedand groutedwith finesandincluding

finishing thetop smooth

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:- 4.0

CONCRE TE

WORK

1.0COEFFICIENTSFOR CEMENTCONSUMPTION



Quantity of

Description

cement to

Code

Unit

be used per

No

unit

qua ntity of

work

)

(Quintals

5.0REINFORCEDCEMENTCONCR

ETE

CAST-IN-SITU

5.1Providingand layingin position

specifiedgrade of reinforced

cementconcreteexcludingthe cost of centring,shuttering,

finishing andreinforcement - All work up to plinthlevel :



5.1.1 1:1:2(1 cement :1 coarsesand : 2graded stone

aggregate 20mm nominalsize). cum6.10

5.1.2 1:1.5:3(1 cement :1.5 coarsesand : 3graded stone

aggregate 20mm nominalsize) cum4.00

5.1.3 1:2:4(1 cement :2 coarsesand : 4

graded stone


5.2Reinforcedcement

concrete work in walls(anythickness),



includingattached pilasters, buttresses, plinth andstring

courses,fillets,columns, pillars, piers,abutments,

posts and

struts etc.up to floor five levelexcluding

cost of centring,

shuttering,finishing andreinforcement :

5.2.1 1:1:2(1 cement :

1 coarsesand : 2graded stone


5.2.2 1:1.5:3

(1 cement :1.5 coarsesand : 3graded stone




5.2.3 1:2:4

(1 cement :2 coarsesand : 4graded stone


5.3Reinforcedcementconcrete work in beams,suspendedfloors,

roofs havingslope up to15°

landings, balconies,shelves,

chajjas,lintels, bands, plainwindowsills,staircasesand spiral



stair casesup to floor five levelexcludingthe cost of centring,

shuttering,finishingandreinforcement with 1:2:4(1 cement :2

coarse sand :4 gradedstone


5.4Providingand layingup to floor

five levelreinf orcedcement

concrete inkerbs, stepsand the likeexcludingthe cost of

centring,shuttering,finishingandreinforcement with 1:2:4(1



cum 3.20

cement : 2coarsesand : 4graded stoneaggregate20 mm

nominalsize).

5.5Reinforcedcementconcretework inarches,archribs,domes,

vaults, shells,folded plateand roofshaving slopemore than15°

up to floor

five levelexcludingthe cost of centring,shuttering,

finishing andreinforcement with 1:2:4

(1 cement : 2coarse sand



364

Quantity of

Description

cement to

Code

Unit

be used per

No

unit

qua ntity of

work

)(Quintals

: 4 gradedstoneaggregate 20mm nominalsize). cum3.20

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -5.0 RE

INFORCED

CEMENT

CONCRETE

5.6Reinforcedcementconcretework inchimneys,shafts, up to

floor fivelevelexcluding thecost of centring,shuttering,finishing



cum 3.20

andreinforcement with 1:2:4(1 cement :2 coarsesand : 4

graded stoneaggregate 20mm nominalsize). cum3.20

5.7Reinforcedcement

concretework inwell-steiningexcludingthe

cost of centring,shuttering,finishing

andreinforcement with

1:2:4 (1cement : 2coarse sand :4 gradedstoneaggregate 20

mm nominalsize).



5.8Reinforcedcementconcretework invertical andhorizontalfins

individuallyor forming box louvers,facias andeaves boardsup

to floor fivelevelexcludingthe cost of centring,shuttering,

finishingandreinforcement with

1:1½:3 (1cement : 1½coarse

sand : 3graded stoneaggregate20mmnominalsize). cum4.00

PRE – CASTR.C.C.



5.12Providing,hoisting andfixing up tofloor fivelevel precast

reinforcedcementconcretework instringcourses, bands,

copings, bed plates,anchor blocks, plainwindowsills and the

likeincludingthe cost of

requiredcentring,shuttering,finishing

smooth with6 mm thick cement plaster 1:3(1 cement:3 fine



sand) onexposedsurfacescomplete butexcludingcost of

reinforcement with 1:2:4(1 cement:2 coarsesand: 4graded

stoneaggregate20mm

nominalsize). cum3.80


reinforcedcementconcrete insmall lintelsnotexceeding1.5m

clear spanup to floor

five levelincludingthe cost of required



centring,shutteringandfinishingsmooth with6 mm thick

cement plaster 1:3 (1cement: 3fine sand) onexposedsurfaces

but excludingthe cost of reinforcemen

t with 1:2:4(1 cement: 2

coarse sand:4 gradedstoneaggregate20mmnominalsize). cum3.77




reinforcedcementconcrete inmouldingsas incornices,

windowssills etc.includingsetting incementmortar 1:3(1

cement : 3coarse sand)cost of

requiredcentring,shuttering

andfinishingsmooth with6 mm thick cement plaster 1:3(1

cement : 3fine sand)on exposedsurfacescomplete but

excluding

the cost of reinforcement with 1:2:4(1 cement :2



coarse sand :4 gradedstoneaggregate 20mm nominalsize). cum3.80


reinforcedcementconcrete inlintels, beams and bressumers

includingsetting in

cementmortar 1:3(1 cement:3 coarse

sand), costof requiredcentring andshutteringandfinishing



365

Quantity of

Description

cement to

Code

Unit

be used per

No

unit

qua ntity of

work

)

(Quintals

smooth with6 mm thick cement plaster 1:3(1 cement:3 fine

sand) onexposedsurfaces butexcludingthe cost of cum 3.49

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -5.0 RE

INFORCED

CEMENT

CONCRETE

reinforcement with 1:2:4(1 cement:2 coarsesand: 4graded



stoneaggregate 20mm nominalsize).

5.16

Providing,hoisting andfixing up tofloor fivelevel precast

reinforcedcementconcrete inshelves

includingsetting in

cementmortar 1:3(1 cement :3 coarsesand), costof required

centring,shuttering

andfinishingwith neatcement punning on

exposedsurfaces butexcludingthe cost of reinforcement with



1:2:4 (1cement : 2coarsesand : 4graded stoneaggregate

12.5mmnominalsize). cum3.80


reinforcedcementconcrete invertical &horizontalfins

individually

or forming box louverssetting incementmortar 1:2

(1 cement :2 coarsesand)includingthe cost of required



cum 4.73

centring,shutteringand finishingsmooth with6mm thick cement

plaster 1:3(1 cement :3 fine sand)on exposedsurfaces

complete butexcludingthe cost of

reinf orcementwith 1:2:4(1

cement : 2coarsesand : 4graded stoneaggregate20 mm

nominalsize).

5.18Providing precastcementconcrete Jali1:2:4 (1

cement : 2



coarsesand : 4graded stoneaggregate6mmnominalsize)

reinforcedwith 1.6 mmdia mild steelwireincludingcentring and

shuttering,rougheningcleaning,fixing andfinishing incement

mortar 1:3(1 cement:3 fine sand)etc.completeexcluding

plastering of the jambs,sills andsoffits.

5.18.1 50mm thick sqm 1.64*

5.18.2 40

mm thick sqm 1.64*

5.18.3 25mm thick sqm 1.64*

* Cement f or fixingonly.



ENCASINGROLLEDSTEELSECTION

5.19Encasingrolled steelsections, in beams andcolumns,with

cementconcrete

1:2:4 (1cement: 2coarse sand:4 graded

stoneaggregate12.5mmnominalsize)including

centring and

shutteringcomplete butexcludingcost of reinforcement. cum 3.20



5.20Encasingrolled steelsection ingrillageswith cementconcrete

1:2:4 (1cement : 2coarsesand : 4graded stoneaggregate

12.5mmnominalsize)includingcentring andshuttering but

excludingcost of expanded

metal andhangers.cum 3.20

MISCELLANEOUS

5.23 Deductfor omittingin R.C.C.work smooth

finishing of the



andstaircases(treads andrisers) withcementmortar 1:2(1

cement : 2coarse sand)including afloating coatof neatcement

and protectingthe surfacewith a layer of 7.5 cmof earth laid

over 15 mmof fine sand

in case of suspendedfloor and bricks

laid in mudmortar incase of landings andstepsincluding



per cm

depth per

cm width

subsequentremoval andcleaning of the same.100sqm 4.17

5.27Providingand fillingin position bitumen mixfiller of Proportion

80 kg. of hot bitumen, 1kg. of cement and0.25 cubicmetre of

coarse sandfor expansion

joints.

per 100m0.00032

DESIGNMIXCONCRETE

5.33

Providingand layingin positionmachine batched,machine



mixed andmachinevibrateddesign mixcementconcrete of

specifiedgrade for reinforcedcementconcretework including

pumping of concrete tosite of laying butexcludingthe cost of

centring,shuttering,finishingand

reinforcement. including

Admixturesinrecommended proportionsas per IS9103 to

accelerate,retardsetting of concrete,improveworkability



V level.

cum 4.10*

withoutimpairingstrength anddurability as per direction of

Engineer-in-charge. M-25 gradereinf orcedcementconcrete by

using 410kg.of cement per cum of concrete. Allwork up tofloor

5.34 Add or deduct for

providingricher or leaner mixesrespectivelyat

all floor levels.

5.34.1

ProvidingM-30 gradeconcrete byusing 420kgof



cement per cum of concereteinstead of M-25 grade

B.M.C/R.M.C.. cum0.10*

5.34.2ProvidingM-35 gradeconcrete byusing 428kgof

cement per cum of concereteinstead of M-25 grade

B.M.C./R.M.C...cum 0.18*

5.34.3ProvidingM-40 gradeconcrete byusing 435kgof

cement per cum of concrete

instead of M-25 grade

B.M.C./R.M.C.. cum0.25*



5.36Providingand placingin position precastreinforcedcement

concretewaffle unitssquare or rectangular as per design and

shape for floors androofs in1:1½:3 (1Cement :1½ coarse

sand : 3graded stoneaggregate10mmnominalsize)including

flush or deep ruled pointing at joints inCementmortar 1:2(1

Cement : 2Fine sand),makingnecessaryholes of required



367

Quantity of

Description

cement to

Code

Unit

be used perNo

unit

qua ntity of

work

)

(Quintals

sizes for carryingthroughservice linesetc.,

providingsteel

hooks for lifting etc, f orm work in precasting,handling,hoisting,

centering anderectioncomplete for

all floor levels butexcludingcum 4.16*

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -5.0 RE

INFORCED

CEMENT

CONCRETE



the cost of reinforcement.

5.37Providingand layingin position

ready mixedconcrete

manufactured in fullyautomatic batching plant andtransported

to site of work intransit mixer for a leadup to 10kmshaving

continuousagitated

mixer,manufactured as per mix designof

specifiedgrade for reinforcedcementconcretework

including



design.

368

cementconcrete byusing 410kgof cement per cum of concrete.

All works upto floor Vlevel. cum4.10*

* Actualweight for design mixwill beworked outtaking into

considerationthe cementrequirementas per particular mix

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -5.0 RE

INFORCED

CEMENT

CONCRETE



Quantity of Code

Description

Unit

cement to

No

be used per

unit

qua ntity of

work

(Quintals)

6.1

6.1.1

cum

1.0COEFFICIENTSFOR CEMENT

CONSUMPTION

6.0BRICK WORK

Brick work with F.P.S. bricks of classdesignation75 in

foundationand plinth in:

Cementmortar 1:4 (1cement : 4coarse sand)



0.95

6.1.2

cum

0.63

6.2

6.2.1

cum

0.95

6.2.2

cum

0.63

6.3


Brick work withmodular bricks of classdesignation75 in



CementMortar 1:6 (1cement : 6coarse sand).

Brick work withmachinemoulded perforated bricks of class



6.3.1

cum

0..625

6.3.2

cum

0.63

6.4

designation125conformingto IS: 2222-1991 insuperstructur e

above plinthlevel up tofloor fivelevel incementmortar 1:6(1

cement : 6coarsesand) :

W ith F.P.S. bricks.

W ith

Modular bricks.

Brick work with F.P.S. bricks of classdesignation75 in



and sizes in :

6.4.1

cum

0.956.4.2

cum

0.63

6.7

superstructur e above plinth levelup to floor Vlevel in allshapes



Providing

half brick masonrywith F.P.S. bricks of class

designation75 in cementmortar 1:3 (1Cement : 3coarse sand)



100

metre3.86

6.8

100 sqm

9.23

6.9

insuperstructur e for closingcavity 5 to7.5 cm widein cavity wall

completewith 10 cm /11.4 cm wide bitumen felttype 3 grade1.

Brick work 7cm thick with F.P.S. brick of classdesignation75 in

cementmortar 1:3 (1cement : 3coarse sand)insuperstructur e.

Brick work in plainarches insuperstructur e includingcentering



coarse sand).

1.28

cum

6.1

andshutteringcomplete for span up to 6metres withF.P.S. brick

of classdesignation75 incementmortar 1:3(1 cement :3

Brick work in gaugedarches insuperstructur e in cementmortar

1:3 (1cement : 3coarse sand)includingcentering andshuttering

complete,for span upto 6 meterswith F.P.S. brick of class



cum

1.28

369

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

qua ntity of

work

(Quintals)

6.12

6.12.1

designation75.

HALFBRICK MASONRY

C OEFFI CIE

NTS FOR

CEMENT

CONSUMPTIO

N S. H. -6.0

BRICK WORK

Half brick masonrywith F.P.S. brick of classdesignation75 in

foundationsand plinth in.




100 sqm

14.28

6.12.2

100 sqm

10.64

6.13

6.13.1

100 sqm

14.28

6.13.2

100 sqm

10.64

6.16

cementmortar 1:4 (1cement : 4coarse sand)

Half brick masonrywith F.P.S. bricks of classdesignation75 in

superstructur e above plinth levelup to floor Vlevel.

Cementmortar 1:3 (1

cement :3coarse sand)

Cementmortar 1:4 (1cement :4coarse sand)

BRICK TILEWORK



6.16.1

cum1.52

6.16.2

cum

1

6.17

Tile brick masonrywith tile bricks of classdesignation100 in




Tile brick masonrywithmachinemoulded tile bricks of class

designation125conforming

to IS : 2690(Part I) -1993 in



sand).1

cum

6.18

cum

1

6.2

foundationand plinth incementmortar 1:6 (1cement : 6coarse

Tile brick masonrywith tile brick of classdesignation100 in

superstructur e abovePlinth levelup to floor Vlevel.

Tile brick masonry

with tile bricks of classdesignation100 in

plain archwork insuperstructur e in cementmortar 1:4 (1cement



cum

1.33

6.21

complete.

cum

1.33

6.22

: 4 coarsesand)includingcentering andshutteringcomplete.

Tile brick masonrywith tile bricks of classdesignation100 in

gauged archwork insuperstructur e in cementmortar 1:4(1

cement : 4coarse sand)

includingcentring andshuttering

Tile brick

masonrywork 5 cmthick withtile bricksof class



100 sqm

7.65

6.23

100 sqm

6.56

6.26

designation100 incementmortar 1:3 (1cement : 3coarse sand)

insuperstructur e.

HONEYCOMBWORK

Honey-comb brick work 10/11.4 cmthick with bricks of class

designation75 in cement

mortar 1:4 (1cement : 4coarse sand).

EXPOSEDBRICK WORK



cum

0.63

6.27

0.55

Brick work with selectedF.P.S. bricksof classdesignation75 in

exposed brick work includingmakinghorizontaland vertical

grooves10mm wide12mm deepcompletefrom groundlevel up

to plinthlevel in


Brick work with

modular bricks of classdesignation75 in cum



370

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

qua ntity of

work

(Quintals)

6.28

C OEFFI CIE

NTS FOR

CEMENT

CONSUMPTIO

N S. H. -6.0

BRICK WORK

exposed brick work includingmakinghorizontaland vertical

grooves10mm wide12mm deepcompletefrom groundlevel up

to plinthlevel incementmortar 1:6 (1cement : 6coarse sand).



cum

0.55

6.29

Brick work withmachinemouldedmodular bricks of class

designation125 inexposed brick work includingmaking

horizontaland verticalgrooves

10mm wide12mm deepcomplete

from groundlevel up to

plinth levelin cement

mortar 1:6(1


Brick work withmachinemoudledF.P.S. bricksof class



cum

0.63

6.3

designation125 inexposed brick work includingmaking

horizontaland verticalgrooves 10mm wide12mm deep

completefrom groundlevel up to

plinth levelin cementmortar

1:6 (1cement : 6coarse sand)

Brick work withmachinemoudled perforatedF.P.S. bricksof

classdesignation125conformingIS : 2222-1991 inexposed



cum

0.63

6.31

brick work includingmakinghorizontaland verticalgrooves

10mm wide12 mm deepcompletefrom groundlevel up to plinth

level incementmortar 1:6 (1cement : 6coarse sand).

Brick work with

machinemoulded perforatedmodular bricks of

classdesignation125conformingto IS : 2222-1991 in

exposed



cum

0.55

6.32

6.32.1

brick work includingmakinghorizontaland verticalgrooves 10

mm wide12mm deepcompletefrom groundlevel up to

plinth

level incementmortar 1:6 (1cement : 6coarse sand).

Brick work

with clayflyash F.P.S. brick of classdesignation75 in

superstructur e above plinth level

up to floor five level in :



cum

0.956.32.2

cum

0.63

6.34

6.34.1



Brick work withmodular flyash lime bricks(FALGBricks)

conformingto IS:12894-2002, class

designation100 average

compressivestrength insuper structureabove plinthlevel up to

floor V levelin :



cum

0.846.34.2

cum

0..55

6.35

6.35.1


Cementmortar 1:6 (1cement : 6Coarse sand)

Brick work with modular calciumsilicate bricksmachinemoulded

conformingto IS:4139-1989, class

designation100 average

compressivestrength insuper structureabove plinthlevel up to

floor V levelin :



cum

0.846.35.3

cum

0.55

371

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

qua ntity of

work

(Quintals)


Cementmortar 1:6 (1cement : 6Coarse sand)

6.36 Brick work withmodular extruded burnt fly ashclay sewer bricks

C OEFFI CIE

NTS FOR

CEMENT

CONSUMPTIO

N S. H. -6.0

BRICK WORK



cum

0.57

6.42

with 100mmthick AAC

blocks insuper structureabove plinth

level up tofloor V levelin cementmortar 1:4 (1cement : 4coarse

sand ) Therate includes providingand placingin position 2 Nos.

6 mm diaM.S. bars atevery third

course of masonrywork.

Brick work withmechanized

autoclavedflyash lime bricks



6.42.1

cum

0.95

6.42.2

cum

0.63

372

conformingto IS: 12894:2002 of classdesignation100 in

superstructur e above plinth levelup to floor Vlevel in.

Cementmortar 1:4 (1cement :4coarse sand)

Cementmortar 1:6 (1cement :6coarse sand).

C OEFFI CIE

NTS FOR

CEMENT

CONSUMPTIO

N S. H. -6.0

BRICK WORK



Code

No

cement to

used per

unit

quantity of

work

(quintals)

7.1


CONSUMPTION

7.0STONEWORK

Description

UnitQuantityof

RANDOMRUBBLE

MASONRY



0.83

7.1.1

cum

7.6

Randomrubblemasonrywith hardstone infoundationand

plinthincludinglevelling upwith cementconcrete1:6:12 (1

cement : 6coarse sand :12 graded

stoneaggregate20mm

nominal size)at plinthlevel with :


COURSEDRUBBLEMASONRY

Coursedrubblemasonry(first sort)with hardstone in



0.757.6.1

cum

7.7

0.757.7.1

cum

7.12

foundationand plinthwith :

Cement

mortar 1:6 (1cement : 6coarse sand)

Coursedrubblemasonry(second sort)with hard

stone in

foundation & plinth with :


ASHLAR MASONRY

Stone work in plainashlar in

super structureupto floor five



shade :

7.12.1

0.547.12.1.1

cum

0.547.12.1.2

cum

7.12.2

0.547.12.2.1

cum

0.54

7.12.2.2

level incementmortar 1:6(1 cement :6 coarsesand)

including pointing withcementmortar 1:2 (1white cement: 2

stone dust)with anadmixture of pigment

matching thestone

One facedressed.

Red sandstone

White sandstone

Both facedressed.

Red sandstone.



cum

7.13

shade.

1.077.13.1

cum

1.077.13.2

cum

White sandstone

Stone work plain ashlar in arches incementmortar 1:3(1

cement : 3coarse sand)includingcentring,shutteringand

pointingwith whitecementmortar 1:2(1 whitecement : 2

stone dust)with an

admixture of pigmentmatching thestone

Red sandstone

White sandstone



373

Code

No

cement to

used per

unit

quantity of

work

(quintals)

7.14

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK

Description

UnitQuantityof

Stone work plain ashlar in domes incementmortar 1:3(1

cement : 3coarse sand)including

centring,shutteringand



shade.

1.077.14.1

cum

1.07

7.14.2

cum

7.15

pointingwith whitecementmortar 1:2(1 whitecement : 2

stone dust)with anadmixture of pigmentmatching thestone

Red sandstone

White sandstone

Stone work

ashlar punched(ordinary) insuperstructur e upto

floor fivelevel incementmortar 1:6

(1 whitecement : 6



7.15.1

0.54

7.15.1.1

cum0.547.15.1.2

cum

7.15.2

0.54

7.15.2.1

cum

0.547.15.2.2

coarse sand)including pointingwith cementmortar 1:2(1

whitecement : 2stone dust)with anadmixture of pigment

matching thestone shade.

Red sandstone.

One faced punched.

Double faced punched.

White sandstone.

Single face punched.



cum

7.2

0.547.20.1

Double faced punched.

SUNK,MOULDED,CARVEDASHLAR MASONRY

Stone work sunk or moulded or sunk andmouldedupto floor

five level incementmortar 1:6(1 cement :6 coarsesand)

including pointing

with whitecementmortar 1:2(1 white

cement : 2stone dust)with anadmixture of pigment

matching thestone shade :

Red sandstone



cum

0.547.20.2

cum

7.23

White sandstone

MISCELLANEOUSSTONEWORK

Stone work (machine cutedges) for wall liningetc. (veneer

work) backing f illed with agrout of 12mm thick cement

mortar 1:3(1 cement :

3 coarsesand)including pointing in

white cementmortar 1:2(1 whitecement : 2stone dust)with



7.23.1

backing.

7.23.1.1

70 mm thick.

100sqm

374

Code

anadmixture of pigmentmatching thestoneshade : (To be

secured tothe backing by means of crampswhich shall be

paid for separately) :

Red sandstone -exposed facefine dressedwith rough

9.18 +1.56*

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK

Description



No

cement to

used per

unit

quantity of

work

(quintals)

7.23.1.2

60 mm thick.

100sqm

7.23.1.3

50 mm thick.

100sqm7.23.1.4

40 mm thick.

100sqm

7.23.1.5

30 mm thick.

100sqm

7.23.2

UnitQuantityof

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*



7.23.2.1

70 mm thick

100sqm

7.23.2.2

60 mm thick

100sqm

7.23.2.3

50 mm thick

100sqm

7.23.2.4

40 mm thick

100sqm

7.23.2.5

30 mm thick

100sqm

7.23.3

Red sandstone -Exposedface machinecut and

table rubbedwith rough backing.

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*



7.23.3.1

70 mm thick.

100sqm

7.23.3.2

60 mm thick.

100sqm

7.23.3.3

50 mm thick.

100sqm7.23.3.4

40 mm thick.

100sqm

7.23.3.5

30 mm thick.

100sqm

7.23.4

White sandstone -exposed facefine dressed

with rough backing .

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*



7.23.4.1

70 mm thick.

100sqm

7.23.4.2

60 mm thick.

100sqm

7.23.4.3

50 mm thick.

100sqm

7.23.4.4

40 mm thick.

100sqm

7.23.4.5

30 mm thick.

100sqm

7.25

White sandstone -Exposed facemachine cutand

table rubbedwith rough backing.

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*

9.18 +1.56*



0.07required.

kg

7.26

Providingand fixingstainlesssteel crampsof requiredsize

and shapefor anchoringstone walllining to the backing or

securingadjacentstones in

stone walllining incement

mortar 1:2 (1cement : 2coarse sand)includingmaking the

necessarychases instone andholes inwallswherever

Providingand fixingstone dowels10x5x2.50cm cut to



0.01

375

Code

No

cement to

used per

unit

quantity of

work

(quintals)

chases.

7.27

doublewedge shapeas per design incementmortar 1:2(1

cement : 2coarse sand)includingmaking thenecessaryeach

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK

Description

UnitQuantityof



0.01

each

7.28

Providingand fixingcopper pins7.5 cm long6 mmdiameter

for securingadjacentstones instone walllining incement

mortar 1:2 (1cement : 2coarse sand)

includingmaking the

necessarychases.

Providingand fixingslopingchajja of stone 40 mmthick and

upto 80 cmwide beyondthe wall asmeasured

along the



7.28.1

slope incementmortar 1:4(1 cement :4 coarsesand) with

12mmdiameter anchoringsteel bar 45cm longfixed in each

stone andsupported onandincluding

with brickscove of

classdesignation75 incementmortar 1:4(1 cement :4

coarse sand)including pointing incementmortar 1:2 (1white

cement : 2stone dust)with an

admixture of pigment

matching thestone shade:



5.597.28.1.1

100sqm

7.28.2

5.59

7.28.2.1

100sqm

7.29

Red sandstone:

With F.P.SBricks

White sandstone:

With F.P.S. bricks

Providingand fixinghorizontalchajja of stone 40mm thick

and upto 80cm projection incement

mortar 1:4 (1cement : 4

coarse sand)including pointing inwhite cementmortar 1:2 (1



7.29.1

100sqm

7.29.2

100sqm

7.3

2.19

whitecement : 2stone dust)with anadmixture of pigment

matching thestone shade: :

4.94 +0.03*

Red sandstone

4.94 +0.03*

White sandstone

30mm redsand stone

sun-shade(chisel-dressed)supported

on red sandstone brackets,fixed in wallswith cementmortar



100sqm

7.31

3.02

100nos

7.32

1:4 (1cement : 4coarse sand)includingfinishingcomplete.

Providingand fixingred sandstone brackets55x22.5x45cm

sunk andmouldedincluding providingand fixingwith 4 Nos.

gun metalcramp25x6mm 30cm long and

dowel bars7.5 cm

long 6 mmdia as per design.

Stone work, plain incopings,cornices,stringcourses and



0.547.32.1

cum

0.54

7.32.2

cum

376

Code

plinthcourses,upto 75 mmthick inCementmortar 1:6(1

cement : 6coarse sand)including pointing withwhite cement

mortar 1:2 (1whitecement : 2

stone dust)with anadmixture

of pigmentmatching thestone shade.

Red sandstone

White sandstone

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK



No

cement to

used per

unit

quantity of

work

(quintals)

7.36

Description

UnitQuantityof

Wall lining butch work upto 10mheight withred/ whitesand

stone 40 mmthick roughfacing on theexposed

surface with

stone stripsof minimumlength 300mm andrequiredwidth

includingembeddingevery tenthlayer and bottom mostlayer



15.50 +

in masonryor concreteafter makingnecessarychases of

size75x75mmand by providinglayer of 75mm thick strips i/c

12mm thick bed of cementmortar 1:3(1 Cement :3 coarse

sand) i/cruled pointing incementmortar 1:2 (1white cement

: 2 stonedust) withanadmixture of pigment tomatch the

shade of stonecomplete as per directionof Engineer-in-



1.70*charge.

100sqm

7.37

Stone work ( machine

cut edges)for walllining upto10 m

height etc.(Veneer work) backingfilled with agrout of

12mm

thick cementmortar 1:3(1 Cement :3 coarsesand) and

jointed withCementmortar 1:2(1 cement :2 stonedust)

includingrubbing and polishingcomplete.(To besecured to



separately)

7.37.1

rubbed.13.747.37.1.1

25 mm thick.

100sqm

7.38

the backing by means of crampswhich shall be paid for

Kota stoneslabsexposed facedressed and

Stone tilework for wall liningupto 10 m

height withspecial

adhesiveover 12mmthick bed of cementmortar 1:3(1

cement : 3coarse sand)including pointing inwhitecement



7.38.1

10.447.38.1.1

+1.70*

sqm

10.447.38.1.2

+1.70*

sqm

7.41

with anadmixture of pigment tomatch thestone shade.

8mm thick (mirror polished andmachine cutedge)

Granite stone

of any colour and shade.

Raj Nagar plain whitemarble/

Udaipur green

marble/Zebra black marble.

STONE

WORK INDRYCLADDING



Providingand fixingstructuralsteel frame(for drycladding

with 30 mmthick gangsaw cut withmachine cutedges sand

stone) onwalls at allheights

using M.S.square/rectangular

tube in therequired pattern as per architecturaldraw ing

includingcost of cutting, bending,welding etc.The frame

work shall be

supported inwall with thehelp of MS brackets/



0.16

377

Code

No

lugs of angle iron/flats etc.which shall be w eldedto the

frame andembedded in brick wallwith cementconcrete

block 1:2:4(1 cement :2 coarsesand :4

graded stone

aggregate20mmnominalsize) of size

300x230x300mm 100kg

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK

Description

UnitQuantityof



cement to

used per

unit

quantity of

work

(quintals)

includingcost of necessarycentring andshutteringand with

approvedexpansionholdfasteners onCC/RCCsurface

includingdrillingnecessary

holes.Approvedcramps/ pins

etc. shall bewelded tothe framework tosupportstone

cladding thesteel work will begiven a priming coatof Zinc



primer asapproved byEngineer-in-charge and painted with

two or morecoats of epoxy paint(Shopdrawingsshall be

submitted bythecontractor totheEngineer-in-charge for

approval beforeexecution).The frame

work shall be fixed in

truehorizontal &verticallines/planes.(Onlystructuralsteel

frame work

shall bemeasuredfor the purpose of payment,



378

Code

stainlesssteel crampsshall be

paid for separatelyand

nothing extrashall be paid.)

* Whitecement

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H -7.0

STONE WORK


8.0MARBLE WORK

Description

UnitQuantity



No

of cement

to used per

unit

quantity of

work

(quintals)

8.1

Marble work gang sawcut (polishedand

machine cut)of thickness

18mm for wall lining(veneer work) incementmortar 1:3 (1cement : 3

coarse sand)including pointingwith whitecementmortar 1:2(1 white



8.1.1

black marble.

8.67 +8.1.1.1

1.70*100sqm

8.67 +8.1.1.2

1.70*

cement : 2marble dust)with anadmixture of pigment tomatch the

marbleshade: (To be securedto the backing bymeans of cramps,

which shall be paid for separately).

Raj Nagar Plain whitemarble/Udaipur greenmarble/Zebra

Area of slabupto 0.50sqm

Area of slabover 0.50sqm



100sqm

8.2

Providingand fixing18mm thick gang sawcut mirror

polished

premouldedand prepolished)machine cutfor kitchen platforms,vanity

counters,window sills, facias andsimilar locations of required sizeof

approvedshade, colour

and texturelaid over 20mm thick base cement

mortar 1:4(1 cement :4 coarsesand) with joints treatedwith white



8.2.1

black marble.

5.78.2.1.1

100sqm

5.78.2.1.2

100sqm

8.2.2

cement,mixed withmatching pigment,epoxy touchups,including

rubbing,curing,mouldingand polishingto edge togive highgloss finish

etc. completeat all levels.

Raj Nagar Plain whitemarble/Udaipur greenmarble/Zebra

Area of slabupto 0.50sqm.

Area of slabover 0.50sqm.



5.78.2.2.1

100sqm

5.78.2.2.2

100sqm

8.4

1.27

100metre

8.7

Granite of any colour and shade

Area of slab

upto 0.50sqm

Area of slabover 0.50sqm.

Extra for fixingmarble/granitestone over and abovecorresponding

basic item,in facia anddrops of width upto150 mmwith epoxyresin

basedadhesiveincludingcleaning etc.complete.



0.068.7.1

kg

379

Code

Providingand fixingcramps of required size& shape inRCC/ CC

backing withcementmortar 1:2 (1 cement :2coarse sand)including

drillingnecessaryhole instones andembeddingthe cramp inthe hole

(fastener to be paidseparately).

Gunmetalcramps.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H..: -8.0

MAR BLE

WORK

Description



No

of cement

to used per

unit

quantity of

work

(quintals)

0.078.7.2

kg

8.9

8.9.1

8mm thick.

UnitQuantity

Stainlesssteel cramps.

Stone tile(polished) work for walllining over 12mm thick

bed of cement

mortar 1:3 (1cement : 3coarse sand)and cementslurry @ 3.3kg/sqm

including pointing inwhite cementcomplete.



10.44 +8.9.1.1

1.90*

black marble.

100sqm

10.44 +8.9.1.2

1.90*100sqm

380

Raj nagar plain whitemarble/Udaipur green

marble/Zebra

Granite of any colour and shade.

* Whitecement

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H..: -8.0

MAR BLE

WORK

1.0COEFFICIENTS

FOR CEMENTCONSUMPTION



Quantity

Code

Description

Unit

No

of cement

to used per

unit

quantity of

work

(quintals)

9.0WOODANDP.V.C.WORK

MISCELLANEOUS – WOOD

WORK

9.32Providing50x50x50mm 2nd classteak wood plugsincludingcutting brick



100nos 0.01

100sqm

0.06

100sqm

work andfixing incementmortar 1:3 (1cement : 3fine sand)and making

good thewalls etc.

9.34Providingand fixing2nd classteak wood

plain liningtongued andgrooved

on andincludingwooden plugscompletewithnecessary

screws and

priming coatonunexposedsurface.

9.34.1 40mm thick.

100sqm

0.055

9.34.2 25mm thick.

9.34.3 20mm thick



0.06

100sqm

0.06

9.34.4 12mm thick

9.42

Providingand fixing18 mmthick, 150mm wide pelmet of flat pressed3

layer or graded wood particle

boardmediumdensitygrade I,IS : 3087

markedincludingtop cover of 6 mm

commercial ply woodconformingto

IS: 303 BWR grade,nickel platedM.S. pipe20 mm dia( heavy type)



complete

curtain rodwith nickel plated bracketsincludingfixing with25x3 mmM.S.

flat 10 cmlong andrawl plugs50 mm long(designation10 no.) etcall

100metre0.01

9.43Providingand fixing18 mmthick, 150mm wide pelmet of coir veneer

board ISImarked IS :14842 -2000,includingtop cover of 6 mm coir

veneer board,

nickle platedM.S. Pipe 20mm dia(heavy type)curtain rod



with nickle plated bracketsincludingfixing with25x3 mmM.S. Flat 10cm

long andrawl plug 50mm long(designation10 No.) etc.,all complete100metre0.01

9.46Providingand fixingcurtain rodsof 1.25 mmthick chromium plated brass

plate, withtwochromium plated brass bracketsfixed withC.P. brass

screws andwooden plugs, etc.,wherever necessarycomplete :



brackets :

9.46.1 12mm dia.

100metre0.01

9.46.2 20mm dia.

100metre0.01

9.46.3 25mm dia.

100metre0.01

9.47Providingand fixingnickel platedM.S. pipe

curtain rodswith nickel plated

9.47.1 20mm dia(heavy type)100metre

0.01

9.47.2 25mm dia(heavy type)100metre0.01

9.53Providing

40x5 mm flatiron hold fast40 cm longincludingfixing toframe



381

Quantity

Code

Description

Unit

Noof cement

to used per

unit

quantity of

work

(quintals)

with 10 mmdiameter

bolts, nutsand wooden plugs andembeddingsin 100nos1.10

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -9.0

WOOD AND

PVC WORK



382

Code

cementconcrete block 30x10x15cm1:3:6 mix (1cement : 3coarse sand :

6 gradedstoneaggregate20mmnominal size)

COEFFICIENT

S FOR

CEMENT CONSUMPTIO

N S.H.: -9.0

WOOD AND

PVC WORK

1.0COEFFI

CIENTSFOR CEMENTCONSUMPTION

10.0STEELWORK

Description



No

of cement

to used per

unit

quantity of

work

(quintals)

10.4

UnitQuantity

Providingand fixing1mm thick M.S. sheetsliding-shutters withframe

and diagonal braces of 40x40x6mmangle iron,3mm M.S.gusset

plates at the junction andcorners25mm dia pulley,

40x40x6mmangle



0.35

100sqm

10.5

0.35

and T-ironguide at thetop and bottomrespectivelyincludingapplying a

priming coatof approvedsteel primer.

Providing

and fixing1mm thick M.S. sheetdoor withframe of

40x40x6mmangle ironand 3mmM.S. gusset plates at the

junctions

and corners,all necessaryfittingscomplete,includingapplying a




10.5.1

100sqm

10.5.2

0.35 piece.

100sqm

10.6

Using M.S.angels40x40x6 mmfor diagonal braces.

Using flats30x6mm for diagonal braces andcentral cross

Supplyingand fixingrollingshutters of approvedmake, madeof

required sizeM.S. lathsinterlockedtogether through their entire length



shutters.

0.3510.6.1

and jointedtogether atthe end byend locksmounted onspecially

designed pipe shaf twith brackets,side guidesandarrangementsfor

inside andoutsidelocking with push and pulloperationcomplete

includingthe cost of

providingand fixingnecessary27.5cm longwire

springs grade No.2 andM.S. topcover of requiredthickness for rolling



100sqm0.3510.6.2

100sqm

0.3510.6.3

100sqm

10.1

80x1.25mmM.S. lathswith 1.25mm thick topcover.

80x1.20 mmM.S. lathswith 1.20mm thick topcover.

80x0.90 mmM.S. lathswith 0.90mm thick topcover.

Fixingstandardsteel glazeddoors,windowsandventilatorsin walls

with15x3mmlugs 10 cmlongembedded incementconcrete blocks



15x10x10cmof 1:3:6 (1cement : 3coarsesand : 6graded stone

aggregate 20mm nominalsize) or with wooden plugs andscrews or

rawl plugsand screwsor withfixing clipsor with bolts andnuts as

required,includingfixing of

float glass panes withglazing clipsand

specialmetal-sash putty of approvedmake, or metal

beading with



0.13

100kg

10.11

screws (onlysteelwindowswith lugs,glass panescut to sizeand

glazing clipsor metal

beading withscrews,shall besupplied by

departmentfree of cost.)

Providingand fixingfactorymade ISI

marked steelglazeddoors,

windowsandventilatorsside /top/centre hungwith beadingand all



0.13

383

Code

No

of cement

to used per

unit

quantity of

work

memberssuch as K11B and K12B etc.complete of standardrolled

steelsections, joints mitredand flash

butt weldedand sash bars 100kg

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -10.0

STEEL WORK

Description

UnitQuantity



(quintals)

tenoned andriveted with15x3mmlugs, 10cmlong,

embedded in

cementconcrete blocks15x10x10cmof 1:3:6 (1

cement : 3coarse

sand : 6graded stoneaggregate20mmnominal size)or withwooden

plugs andscrews or rawl plugsand screwsor withfixing clipsor with

bolts andnuts asrequired,including providingand fixingof hinges,



other fittings.

10.13

pivots, floatglass paneswith glazingclips andspecial metalsash putty

of approvedmake and a priming coatof approvedsteel primer

excludingthe cost of other fittingsexceptnecessaryhinges or pivots

complete as per approved

designSectionalweight of only steel

membersshall bemeasuredfor paymentwithoutweight of glass &



Providingand fixing T-iron framesfor doors,windows andventilators of

mild steelTee-sections, jointsmitred andwelded with15x3 mmlugs

10cm longembedded incementconcrete blocks15x10x10 cmof 1:3:6

(1 cement : 3coarse sand :

6 gradedstoneaggregate 20mm nominal

size) or withwooden plugs andscrews or rawl plugsand screwsor with



0.11

100kg

10.15

dashfastener or with fixingclips or with boltsand nuts asrequired

includingfixing of necessary butt hingesand screwsand applyinga


Providingand fixingM.S.Tubular frames for doors,windows,

ventilatorsandcupboardwith L-Type

sectionmade of 1.60mmthick



M.S. Sheet, joints mitredand weldedand grindedfinish with profiles of

required sizewith15x3mmlugs 10cmlongembedded incement

concrete blocks15x10x10cmof 1:3:6 (1cement : 3coarsesand : 6

graded stoneaggregate20mm

nominal size)or withwooden plugs and

screws or rawl plugsand screwsor withfixing clipsor with bolts and



0.28

100kg

384

Quantity of

Code

nuts asrequiredincludingfixing of necessary butt hingesand screws

and applyinga primingcoat of approvedsteel primers.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -10.0

STEEL WORK


11.0FLOORING



Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals).

11.1

11.1.1

sqm

0.19

11.1.2

sqm

0.13

11.3

Brick onedge f looring with bricks of classdesignation75 including

cement slurryetc. completein cementmortar withF.P.S. bricks:


1:6 (1cement: 6 coarsesand)



11.3.1

sqm

0.17

11.4

Cementconcreteflooring1:2:4 (1cement : 2coarsesand : 4graded

stoneaggregate)finishedwith afloating coatof neatcementincluding

cementslurry, butexcluding thecost of nosing of steps etc.complete.

40mm thick with 20mm

nominal sizestoneaggregate.

52 mm thick cementconcrete

flooringwithconcretehardener topping



under layer 40 mmthick cementconcrete1:2:4 (1cement : 2coarse

sand : 4graded stoneaggregate 20mm nominalsize) and toplayer 12

mm thick cementhardener consisting of mix 1:2 (1cementhardener

mix : 2graded stone

aggregate 6mm nominalsize) byvolume

.hardeningcompound ismixed @ 2litre per 50kg of cement or as per



sqm

0.23

11.5

manufacturer s specif ications.Thisincludes costof cementslurry, but

excluding thecost of nosing of steps etc.complete.

62 mm thick cementconcreteflooringwithconcretehardener topping

under layer

50 mm thick cementconcrete1:2:4 (1cement : 2coarse

sand : 4graded stoneaggregate

20mmnominalsize) andtop layer



sqm

0.26

11.6

12mm thick cementhardener consisting of mix 1:2 (1cementhardener

mix : 2graded stoneaggregate6mmnominalsize) byvolume.

Hardeningcompound ismixed @ 2litre per 50kgof cement or as per

manufactures

specifications. This

includes costof cementslurry, but

excluding thecost of nosing of steps etc.complete.



11.6.1

18 mm thick.

sqm

0.14

11.7

complete.

cum

3.2

Cement plaster skirting (upto30 cmheight) withcementmortar 1:3(1

cement : 3coarse sand)finished witha floatingcoat of neatcement.

Cementconcrete pavement

with 1:2:4(1 cement :2 coarsesand : 4

graded stoneaggregate20 mmnominalsize)includingfinishing



11.9

TERRAZOFLOORING

40 mmthick marblechipsflooringrubbed and polished togranolithic

finish, under layer 34

mm thick cementconcrete1:2:4 (1cement : 2


aggregate12.5mmnominal size)and top

layer 6mmthick withwhite, black,chocolate,grey, yellow

or green



385

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals).

marble chipsof sizesfrom 1mmto 4mmnominal sizelaid incement

marble powder mix3:1 (3cement : 1marble powder) byweight in

proportionof 4:7 (4cementmarble powder mix: 7 marblechips) by

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG



11.9.1

sqm

0.17

11.9.2

0.13

sqm

0.0405*

11.9.3

0.15

sqm

0.0202*

11.9.4

0.13

sqm

0.0202*

volumeincludingcement slurryetc. complete:

Dark shade pigment withordinarycement.

Light shade pigment withwhite cement.

Mediumshade pigment

with 50%whitecement and50%

ordinarycement.

Whitecementwithout any pigment.



11.9.5

sqm

0.17

11.9.6

sqm

0.1711.1

Light shade pigment withordinarycement.

Ordinarycementwithout any pigment.

40 mm thick marblechipsflooring,rubbed and polished togranolithic

finish, under layer 31mmthick cementconcrete1:2:4 (1cement : 2



coarse sand :4 gradedstoneaggregate12.5mmnominal size)and top

layer 9mmthick withwhite, black,chocolate,grey, yellowor green


marble

powder mix3:1 (3cement : 1marble powder) byweight in

proportion of 4:7 (4

cementmarble powder : 7marble chips) by volume



11.10.1

sqm

0.18

11.10.2

0.12

sqm

0.0578*

11.10.3

0.15

sqm

0.0289*

11.10.4

0.12

sqm

0.0578*

11.10.5

includingcement slurryetc.complete.

Dark shade

pigment withOrdinarycement.

Light shade pigment withwhite

cement.

Mediumshade pigmentwith 50%

whitecement and50%

ordinarycement.

White

cementwithout any pigment.



sqm0.18

11.10.6

sqm

0.18

11.11



40 mm thick marblechipsflooring,rubbed and polished togranolithic

finish, under

layer 28mm thick cementconcrete1:2:4 (1cement : 2

coarse sand :4 graded

stoneaggregate12.5mmnominal size)and top



11.11.1

layer 12mmthick withwhite, black,chocolate,grey yellowor green


marble powder mix3:1 (3cement : 1marble powder) byweight in

proportion

of 2:3 (2cementmarble powder mix: 3 marblechips) by

volumeincludingcement slurry

etc. complete:



sqm0.19

386

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals).

11.11.2

0.11

sqm

0.081*

11.11.3

0.15

Dark shade pigment withordinarycement.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG

Light shade pigment withwhitecement.

Mediumshade pigmentwith 50%whitecement and50%



sqm

0.0405*

11.11.4

0.11

sqm

0.081*

11.11.5

sqm

0.11

11.11.6

sqm

0.11

11.12

ordinarycement.

White


Light shade pigment withordinary

cement.


Marblechipsskirting(upto 30 cmheight)rubbed and polished to



11.12.1

granolithicfinish, toplayer 6 mmthick withwhite, black,chocolate,

grey, yellowor greenmarble chipsof sizesfromsmallest to4 mm

nominal sizelaid incementmarble powder mix3:1 (3cement : 1

marble powder) byweight in

proportion of 4:7 (4cementmarble powder

mix : 7marble chips) by volume :

18 mmthick withunder layer 12 mmthick incement



11.12.1.1

sqm

0.13

11.12.1.2

0.09

sqm

0.0405*

11.12.1.3

0.11

sqm

0.0203*

11.12.1.4

0.11

sqm

0.0405*

11.12.1.5

plaster 1:3 (1cement : 3coarsesand) :

Dark shade

pigment withordinarycement.

Light shade pigment withwhite

cement.

Mediumshade pigmentwith 50%

whitecement and50%

ordinarycement.

White




sqm0.13

11.12.1.6

sqm

0.13

11.15



Crazymarble stoneflooringincludingfilling thegaps withlight shade

pigment

with whitecementmarble powder mixture (3 parts of white

cement : 1 part of marble

powder) byweight in proportionof 4:7 (4



11.15.1

cementmarble powder mix: 7 white, black or white and black marble

chips of sizes from1mm to4mmnominal size by volume)and under

layer 25mmthick cementconcrete1:2:4 (1cement : 2coarse sand :4

graded stone

aggregate12.5 mmnominalsize)rubbing, polishingand

cement slurryetc. complete

:



0.12

specified.

sqm

0.0405*

387

Quantity of

Code

Description

Unit

cement toNo

be used per

unit

quantity of

work

(Quintals).

11.16

18 mmthick crazymarble stonewhite, black or as

* WhiteCement

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG

TILEFLOORING

Precastterrazo tiles22mm thick with gradedmarble chipsof size upto



11.16.1

sqm

0.09

11.16.2

12mm laid infloors, andlandings, jointed withneat cementslurry mixed

with pigment tomatch theshade of thetilesincludingrubbing and

polishingcompletewith precasttiles on20mm thick bed of cement

mortar 1:4 (1cement :4

coarsesand) :

Light shadeusing whitecement.

Mediumshade using50%whitecement and50%ordinary



0.09

cement.

sqm

0.0220*

11.16.3

sqm

0.09

11.16.4

sqm

0.09

11.18

Dark shade

usingordinarycement.


Precastterrazo tiles22 mm thick with gradedmarble chipsof sizes upto

12 mm inskirting andrisers of steps notexceeding 30cm in heighton



11.18.1

sqm

0.07

11.18.2

0.11

sqm

0.033*

12 mm thick cement plaster 1:3 (1cement : 3coarse sand) jointed with

neat cementslurry mixedwith

pigment tomatch theshade of thetiles,

includingrubbing and polishingcompletewith tiles of :

Light shade

using whitecement.

Mediumshades using50% white

cement and50%

ordinarycement.



11.18.3

sqm0.14

11.18.4

sqm

0.14

11.19

Dark shadeusingordinarycement.


Chequeredterrazo tiles22 mm thick with gradedmarble chipsof size

up to 6 mm

in floors jointed withneat cementslurry mixedwith pigment

to match theshade of the

tilesincludingrubbing and polishingcomplete



11.19.1

sqm

0.09

11.19.2

0.09

cement.

sqm

0.024*

11.19.3

sqm

0.09

11.19.4

sqm

0.09

11.2

on 20 mmthick bed of cementmortar 1:4 (1cement :4coarsesand) :


Mediumshade using50% whitecement, 50%ordinary


Ordinary




11.20.1

0.13

sqm

0.066*

Chequerred precastcementconcretetiles 22 mmthick infootpath &

courtyard jointed withneat cementslurry mixedwith pigment tomatch

the shade of tilesincludingrubbing andcleaning etc.complete on20

mm thick

bed of cementmortar 1:4 (1cement: 4coarse sand).




388

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of work

(Quintals).

11.20.2

0.16

cement.

sqm

0.033*

11.20.3

sqm

0.2

11.20.4

sqm

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG

Mediumshade using50% whitecement 50%Grey





0.2

11.21

11.21.1

Providingand fixing10mm thick acid and or alkali

resistanttiles of

approvedmake andcolour usingacid and or alkaliresistingmortar

bedding and joints filledwith acid andor alkaliresistingcement as per

IS : 4457

complete as per thedirection of Engineer-in-Charge.

In flooringon a bed of

10 mm thick mortar 1:4 (1acid proof




11.21.1.1

sqm

0.0786**11.21.2

11.21.2.1

sqm

0.0862*

11.22

Acid andalkaliresistant tile.

Indado/skirtingon 12 mmthick mortar 1:4 (1 acid proof


Acid andalkaliresistant tile.

Tile work in

skirting,risers of steps anddado (upto 2m height)over 12

mm thick bed of cement

mortar 1:3(1 cement :3 coarsesand) and



11.22.1

11.22.1.1

8 mm thick.

sqm

0.1

11.23

jointed withgrey cementslurry @ 3.3kg/sqmincluding pointing inwhite

cementmixed with pigment of matchingshadecomplete.

Marble tiles(polished)Raj Nagar.

STONEFLOORING

Marble stoneflooringwith 18mmthick marblestone(sample of marble



sqm 0.13512

11.26

shall beapproved byEngineer-in-charge) over 20 mm(average)thick

base of cementmortar 1:4 (1cement : 4coarse sand)laid and jointed

with greycement slurryincludingrubbing and polishingcomplete

KOTASTONEFLOORING

Kota stoneslab flooringover 20 mm(average)thick baselaid over and



11.26.1

25 mm thick.

sqm

0.15

11.27

jointed withgrey cementslurry mixedwith pigmentto match theshade

of the slabincludingrubbing and polishingcompletewith base of

cementmortar 1 : 4(1 cement : 4coarsesand) :

Kota stoneslabs 25mm thick inrisers of steps,skirting,dado and



sqm

0.14

11.28

pillars laidon 12 mm(average)thick cementmortar 1:3(1 cement 3

coarse sand)and jointedwith greycement slurrymixed with pigment to

match theshade of theslabs,includingrubbing and polishingcomplete.

SANDSTONEFLOORING

40 mmthick finedressedstoneflooringover 20 mm

(average)thick



389

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals).

11.29

base of cementmortar 1:5 (1cement : 5coarse sand)w ith jointssqm 0.0775

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG

finishedflush.

40 mmthick finedressedstoneflooringover 20 mm

(average)thick



sqm 0.0931

11.3

base of cementmortar 1:5(1 cement :5 coarsesand)including

pointingwith cementmortar 1:2(1 cement :2 stonedust) withan

admixture of pigment tomatch theshade of stone.

40 mm thick rubbed stoneflooring over 20 mm

(average)thick base of

cementmortar 1:5(1 cement :5 coarsesand) with joints 3mmthick,



mortar sqm 0.0931

11.36

side butteredwith cementmortar 1:2 (1cement : 2stone dust)admixed

with pigment tomatch theshade of stone and pointingwith same

CERAMICGLAZEDTILES

Providingand fixingIst quality

ceramicglazed walltilesconformingto

IS : 15622(thickness to be specified by themanufacture) of approved



complete.

sqm

0.12

11.37

make in allcolours,shadesexcept bergundy, bottle green, black of any

size asapproved byEngineer-in-Charge inskirting,risers of steps and

dados over 12 mm thick bed of cementMortar 1:3 (1cement : 3coarse

sand) and jointing withgrey cement

slurry @3.3kg per sqmincluding

pointing inwhitecementmixed with pigment of matching

shade



Providingand layingCeramicglazed floor tiles 300x300mm(thickness

to bespecified bythemanufacturer ) of 1stquality conf orming toIS :

15622 of approvedmake incolours suchas White,Ivory, Grey,Fume

Red Brown,

laid on 20mm thick CementMortar 1:4(1 Cement :4

Coarse sand)including

pointing the joints withwhitecement and



sqm

0.12

11.38

matching pigment etc.,complete.

Providingand layingCeramicglazed floor tiles 300x300mm(thickness

to bespecified bythemanufacturer ) of 1stqualityconformingto IS :

15622 of approvedmake in allcolours,

shades,exceptWhite,Ivory,

Grey, FumeRed Brownlaid on20mm thick bed of Cement

Mortar 1:4



sqm

0.12

11.39

(1 Cement :4 Coarsesand)including pointing the joints withwhite

cement andmatching pigmentsetc.,complete.

Providingand layingrectifiedGlazedCeramicfloor tiles300x300 mmor

more(thickness to

be specified by themanufacturer ) of 1stquality

conformingto IS :15622 of approvedmake incoloursWhite,Ivory,



sqm

0.12

11.4

Grey, FumeRed Brown,laid on20mm thick cementmortar 1:4(1

Cement : 4Coarse sand)includinggrouting the joints withwhite cement

and matching pigmentsetc.,complete.

Providingand laying

rectifiedGlazedCeramicfloor tiles300x300 mmor

more(thickness to be specified by themanufacturer ) of 1stquality



sqm

0.12

390

Quantity of

Code

conformingto IS :15622 of approvedmake in allcolours,shades,

exceptWhite,Ivory, Grey,Fume RedBrown, laidon 20 mmthick

CementMortar 1:4(1 Cement :4 Coarsesand)including pointing the

joints withwhite cement

and matching pigmentsetc.,complete.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO N S.H.-11.0

FLOORI NG



Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals).

11.41

VITRIFIEDFLOOR TILES

Providingand layingvitrified floor tiles indifferentsizes(thickness to be

specified bythemanufacturer ) with water absorption's

less than0.08%

andconformingto IS :15622 of approvedmake in allcolours and



sqm 0.1242

391

shades, laidon 20mmthick cementmortar 1:4(1 cement :4 coarse

sand)includinggrouting the joints withwhitecement andmatching

pigmentsetc.,complete.

* Whitecement

** Acidalkaliresistantcement.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.-11.0

FLOORI NG



Code

No

of cement

to used per

unit

quantity of

work

(quintals)

12.16


CONSUMPTION

12.0ROOFING

Description

UnitQuantity

10 cm thick

(average)mud phaskaof damped brick earthon roofs laid



3.11

to slopeconsolidatedand plasteredwith 25 mmthick mudmortar mixed

with bhusa at35 kg per cum of earthand gobrileaping withmix 1:1 (1

clay : 1 cowdung) andcovered withflat tile bricks of classdesignation

100 groutedwith cement

mortar 1:3 (1cement : 3 f ine sand)mixed with

2% of integralwater

proofingcompound by weightof cementand

finishedneat :



12.16.1

100sqm

12.17

With F.P.S. brick tiles

10cm thick (average)mud phaskaof damped brick earthon roofslaid

to slopeconsolidatedand plastered

with 25mmthick mudmortar with

bhusha at35kg per cum of earthand gobri

leaping withmix 1:1 (1clay :

1 cow-dung)and coveredwithmachinemoulded tile bricks of

class



3.11

12.17.1

100sqm

12.19

designation125conformingto IS : 2690(Part I)-1992grouted with

cementmortar 1:3( 1 cement :3 fine sand )mixed with2% of integral

water proofingcompound byweight of cement andfinished neat.

WithmachinemouldedF.P.S. brick tiles

Providingand laying brick tiles

of classdesignation100 over mumty



9.1312.19.1

100sqm

12.2

roofsgrouted withcementmortar 1:3(1 cement :3 fine sand)mixed

with 2% of integralwater proofingcompound byweight of cement, over

a 12 mmlayer of cementmortar 1:3(1 cement :3 fine sand)and

finishedneat :


Providingand laying pressed claytiles (as per

approved pattern 20mm



19.76

100sqm

12.21

nominalthicknessand of approvedsize) onroofs jointedwith cement

mortar 1:4(1 cement :4 coarsesand) mixedwith 2%integralwater

proofingcompoundlaid over a bed of 20mm thick cementmortar 1:4 (1

cement : 4coarse sand)and finishedneatcomplete.

Providinggola 75x75mm in

cementconcrete1:2:4 (1cement : 2



0.0312.21.1

metre

12.22

coarsesand : 4stoneaggregate10mm anddown gauge)including

finishingwith cementmortar 1:3(1 cement :3 fine sand)as per

standarddesign :

In 75x75mmdeep chase

Makingkhurras45x45 cmwith averageminimumthickness of 5 cm

cementconcrete1:2:4 (1

cement : 2coarsesand : 4graded stone



0.06

392

Code

No

of cement

to used per

unit

aggregate of 20 mmnominalsize) over P.V.C. sheet

1mx1mx400micron,finished with12mmcement plaster 1:3(1 cement :

3 coarse

sand) and acoat of neatcementrounding theedge sandeach

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -12.0

ROOFING

Description

UnitQuantity



quantity of

work

(quintals)

12.23

12.23.1

making and

finishing theoutletcomplete.

Providingsand stoneslab for roofing andlaying themin cement

mortar

1 : 4 (1cement : 4coarse sand)over woodenkarries or R.C.C. battens

(Karries and battens to be paidseparately)including pointing theceiling

joints withcementmortar 1:3 (1cement : 3fine sand )complete :

Red sandstone slab



0.7412.23.1.1

100sqm

12.23.2

0.7412.23.2.1

100sqm

12.24

40 to 50 mmthick

White sandstone slab :

40 to 50 mmthick

Providing

and fixingM.S. holder bat clamps of approveddesign toC.I.

or S.C.I. rainwater pipesembedded inand including

cementconcrete

blocks10x10x10cmof 1:2:4 mix(1 cement :2 coarsesand : 4graded



0.0112.24.1

each

0.0112.24.2

each

393

stoneaggregate 20mmnominalsize) andcost of cutting holesand

making goodthe walls etc.:

100 mmdiameter

150 mmdiameter

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -12.0

ROOFING

1.0COEFFICIENT SFOR CEMENT

CONSUMPTION



Code

No

of cement

to used

per unit

quantity

of work

(quintals)

13.1

5.4713.1.1

100sqm

3.613.1.2

100sqm

13.2

13.0FINISHING

Descriptio

nUnitQuantity

CEMENTPLASTER (IN FINESAND)

12 mmcement plaster of mix :

1:4 (1cement : 4fine sand)




mix :

6.5413.2.1

100sqm

4.3

13.2.2

100sqm

13.3

8.5113.3.1

100sqm

5.613.3.2

100sqm

15 mmcement plaster onthe roughside of single or half brick wall of





1:6 (1cement : 6

fine sand)

CEMENTPLASTER (INCOARSESAND)



13.4

5.47

13.4.1

100sqm

3.613.4.2

100sqm

13.5

6.5413.5.1

100sqm

4.3

13.5.2

100sqm

13.6



1:6 (1cement : 6

coarse sand)

15 mmcement plaster onrough side of single or half brick wall of mix :





8.5113.6.1

100sqm

5.613.6.2

100sqm

13.7

mix :

9.5413.7.1




CEMENTPLASTER WITH AFLOATINGCOAT OFNEATCEMENT

12 mmcement plaster finishedwith afloating coatof neat

cement of



100sqm

7.6713.7.2

100sqm

13.8

10.97

13.8.1

100sqm

394

Code



15 mmcement plaster onrough side of single or half brick wall

finished

with afloating coatof neatcement of mix :


COEFFICIE

NTS FOR

CEMENT

CONSUMPTIO

N S.H.: -13.0

FINISHING

Description



No

of cement

to used

per unit

quantity

of work

(quintals)

8.7413.8.2

100sqm

13.9

112.8

154

13.1

UnitQuantity

1:4 (1

cement : 4fine sand)

Cement plaster 1:3(1 cement :3 coarsesand)finished witha floating

coat of neatcement.

13.9.1 12mm cement plaster Sqm

13.9.2 20mm cement plaster Sqm



10.97wall.

100sqm

13.11

6.26

15 mmcement plaster 1:3(1 cement :3 coarsesand)finished witha

floating coatof neatcement onthe roughside of single or half brick

CEMENTPLASTER IN TWOCOATS

18 mm

cement plaster intwo coatsunder layer 12 mmthick cement

plaster 1:5(1 cement :5 coarsesand)finishedwith a toplayer 6mm



100sqm13.12

8.13

sponge.

100sqm

9.7913.13

100sqm

13.14

thick cement plaster 1:6 (1cement : 6fine sand).

18 mmcement plaster intwo coatsunder layer 12 mmthick cement

plaster 1:5(1 cement :5 coarsesand) and atop layer 6mm thick

cement plaster 1:3(1 cement :3 coarse

sand)finishedrough with

12 mmcement plaster 1:2 (1cement : 2stone dust)



11.7

100sqm

15.23

13.15

100sqm

13.16

3.6713.16.1

100sqm

13.17

15 mmcement plaster 1:2 (1cement : 2stone dust)on the roughside

of single or half brick wall.

20 mm

cement plaster 1:2 (1cement : 2stone dust)

6 MMCEMENTPLASTER





5.87

100sqm

2.213.18

100sqm

13.19

6 mmcement plaster 1:3(1 cement :3 fine sand)finishedwith a

floating coatof neatcement andthick coat of Lime washon top of walls

when dry for bearing of R.C.C. slabsand beams.

Neat cement punning

ROUGHCASTPLASTER

Rough cast plaster upto

10m heightaboveground levelwith amixture



11.5913.19.1

of sand andgravel or crushed stonefrom 6mmto 10mmnominal size

dashed over and includingthe fresh plaster in twolayers,under layer

12mmcement plaster 1:4(1 cement :4 coarsesand) andtop layer

10mmcement

plaster 1:3(1 cement :3 fine sand)mixed with10%

finelygroundedhydratedlime byvolume of cement.



100sqm

11.5913.2

395

Code

No

of cement

to used

per unit

quantity

of work

Ordinarycement finishusingordinarycement

PEBBLEDASHPLASTER

Pebble dash plaster upto10m heightabove groundlevel with a

mixture100sqm

COEFFICIE

NTS FOR

CEMENT

CONSUMPTIO

N S.H.: -13.0

FINISHING

Description

UnitQuantity



(quintals)

of washed pebble or crushedstone 6mmto 12.5mm

nominal size

dashed over and includingfresh plaster in two layersunder layer 12mm

cement plaster 1:4(1 cement :4 coarsesand) andtop layer 10mm

cement plaster withcementmortar 1:3(1 cement :3 fine sand)mixed

with 10%finely

groundedhydratedlime byvolume of cement.



13.28

13.28.1

Flush Band

100metre

0.051cm wide

100metre

13.28.2

Sunk Band

0.051cm wide

100metre

13.28.3

Raised Band

0.051cm wide

100metre

13.28.4

0.051cm wide

13.29

PLAINCEMENTMORTAR BANDS

12 mm thick plain cementmortar bandsin cementmortar 1:4 (1cement

: 4 fine sand):

MouldedBand



4 fine sand):

100metre

13.29.1

Flush Band

0.08

1cm wide100metre

13.29.2

Sunk Band

0.081cm wide

100metre

13.29.3

Raised Band

0.081cm wide

100metre

13.29.4

0.081cm wide

13.3

18 mm thick plain cementmortar bandin cementmortar 1:4 (1cement :

MouldedBand

18 mm

thick mouldedcementmortar bandin two coatsunder layer



100metre

0.07

1cm wide

13.31

1.5313.31.1

100sqm

2.0413.31.2

12mm thick with cementmortar 1:5(1 cement :5 coarsesand) top

layer 6mmthick withcementmortar 1:4 (1cement : 4fine sand).

POINTINGOF BRICK WORK

Pointing on brick work or brick flooringwith cementmortar 1:3(1

cement : 3fine sand) :

Flush /Ruled/

Struck or weathered pointing.



100sqm

13.32

sand) :

2.3513.32.1

100sqm

13.33

:

Raised andcut pointing

POINTINGON TILEBRICK WORK

Pointing ontile brick work withcementmortar 1:3(1 cement :3 fine

Flush/ Ruled/Struck or weathered pointing

POINTINGON STONEWORK

Pointing onstone work with cementmortar 1:3 (1cement : 3 f ine sand)



396

Code

No

of cement

to used

per unit

quantity

of work

(quintals)

1.17

13.33.1

100sqm

2.3513.33.2

100sqm13.34

COEFFICIE

NTS FOR

CEMENT

CONSUMPTIO

N S.H.: -13.0

FINISHING

Description

UnitQuantity

Flush/ Ruled pointing

Raised andcut pointing



2.35*

100sqm

13.35

sand):

0.68

13.35.1

100sqm

13.72

Raised andcut pointingon stonework in white cementmortar 1:3(1

white cement: 3 marbledust)

Pointing onstone slabceiling withcementmortar 1:2 (1cement : 2fine

Flush/ Ruled pointing

Washedstone grit plaster onexterior walls of

height upto10 M. above



level in twolayers, under layer 12mmcement plaster 1:4 (1cement : 4

coarsesand )furrowingthe under layer withscratchingtool,applying

cement slurryon the under layer @ 2Kg of cement per square metre,

top layer

15mmcement plaster 1:1/2:2 (1cement : 1/2coarse sand :2

stonechipping10mm

nominal size)in panelswith grooveall around as



17.47

100sqm

Note: -

bricks.

per approved patternincludingscrubbingandwashing, thetop layer

with brushesand water toexpose thestonechippings,complete as per

specificationanddirection of Engineer-in-charge(Paymentfor

providinggrooves shall be madeseparately).

cementconsumptionfor pointing

is same for FPS &modular

* Whitecement



397

Code

No

of cement

to used

per unit

quantity

of work

(quintals)

14.1

COEFFICIE

NTS FOR

CEMENT

CONSUMPTIO

N S.H.: -13.0

FINISHING

1.0COEFFICIENTSFOR CEMENTCONSU

MPTION

14.0REPAIR TOBUILDING

Description

UnitQuantity



6.9514.1.1

100sqm

6.9514.1.2

Repairs to plaster of thickness12mm to20mm in patches of area 2.5

sq. metersand under includingcutting the patch in proper shape,raking

out jointsand preparingand plasteringthe surfaceof the walls

completeincludingdisposal of rubbish to

the dumpinggroundwithin

50metreslead :

With cementmortar 1:4 (1

cement : 4fine sand)



100sqm14.2

With cementmortar 1:4 (1cement : 4coarse sand).

Fixingchowkhats inexistingopeningincludingembeddingchowkhats in

floors or walls cuttingmasonry for holdfastsembeddinghold fasts in

cementconcrete

blocks withcementconcrete1:3:6 (1cement : 3


aggregate 20mm nominalsize) painting



lead :

0.1214.2.1

each

0.0614.2.2

each

0.0314.2.3

each

14.12

two coats of approvedwood preservativeto sides of chowkhatsand

makinggood thedamages towalls andfloors asrequiredcomplete

includingdisposal of rubbish tothe dumpinggroundwithin 50meters

Door chowkhats

Windowchowkhats

Clerestorywindowchowkhats



0.02

each

14.13

Providingand fixing16 mmM.S. Fanclamps of standardshape and

size inexistingR.C.C. slabincludingcuttingchase andmakinggood

and paintingexposed portion of theclampscomplete.

Regradingterracing of mud phaskacovered withtiles or

brick, in

cement bydismantlingtiles or bricks,

removingmud plaster preparing



3.11

100sqm

14.14

the surfaceof mud phaska to proper sloperelayingmud plaster gobri

leaping andtiles or bricks,grouted incementmortar 1:3(1 cement :3

fine sand)includingreplacingunserviceable tiles or bricks withnew

ones anddisposal of

unserviceable material tothe dumpingground (the

cost of thenew tiles or

brick excluded)within 50metres lead.



0.7814.14.1

100sqm

14.15

Replacingsand stoneslabs inroofing laidin cementmortar 1:4(1

cement : 4coarse sand)includingnecessaryrepairs andcement

pointingwith samemortar completeincludingdisposal of rubbish to

dumpingground

within 50metres of lead :

Red/ whitesand stoneslabs 30 to50 mm thick.



398

Code

No

of cement

to used

per unit

Renewingwooden battens inroof s,includingmaking goodthe holes in

wall and painting withoil typewood preservativeof approved brand and

manufacturecompleteincludingremoval of rubbish tothe dumping

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -14.0 REPAIRS TO

BUILDING

Description

UnitQuantity



quantity

of work

(quintals)

0.3614.15.1

cum

14.16

14.16.1

groundwithin 50

metres lead :

Sal wood battens.

Renewingwooden

beams inroofsincludingmakinggood theholes in

walls and paintingwith oiltype wood preservative

of approved brand

andmanufacturecompleteincludingremoval of rubbish tothe dumping

groundwithin 50metres lead :



0.13

14.16.1.1

cum

0.13

14.16.1.2

cum

14.16.2

0.1314.16.2.1

cum

0.1314.16.2.2

cum

14.18

Notexceeding4.00 metresin length.

Sal wood beams

Hollock wood beams

Above 4.00metres andupto 5.00metreslength.

Sal wood

beams

Hollock wood beams

Flush

pointingwith cementmortar 1:3(1 cement :3 fine sand)mixed



0.76

14.18.1

100sqm

0.7614.18.2

100sqm

399

with 2% of integralwater proofingcompound by weightof cementfor

flat tile bricks on topof mud phaska :


Withmodular brick tiles

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -14.0

REPAIRS TO

BUILDING



Code

No

of cement

to used per

unit

quantity of

work

(quintals)

16.15

16.15.1


CONSUMPTION

16.0ROADWORK

Description

UnitQuantity

FENCING

Supplying atsite :



4

cum

16.23

R.C.C.Standards post/struts/rails/ pales of mix1:1.5:3 (1

cement : 1.5coarse sand :3 gradedstoneaggregate12.5

mm nominalsize) withwooden

plugs or 6mm bar nibs

wherever required as per directionof Engineer-in-charge

(cost of earth worksinexcavation,concreteworks to be

paidseparately).



0.08

Providingand fixing15cm dia attop 20cm at bottom and90cm high

precastreinforcedcementconcrete1:1.5:3 (1cement : 1.5coarse sand :

3 gradedstoneaggregate20mmnominalsize) boundarystone as per

standarddesign

includingfinishingsmooth withcementmortar 1:3(1

cement : 3fine sand)(cost of

excavation,refilling andconcretingto be



each

16.24

paid for separately).

Providing

and fixing precastreinforcedcementconcrete1:1.5:3 (1

cement : 1.5coarse sand: 3 gradedstoneaggregate

20mmnominal

size)kilometrestone as per standarddesignincludingfinishingsmooth in

1:3 cementmortar (1cement : 3fine sand) but excludingthe cost of earth



0.3716.24.1

each

0.716.24.2

each

0.2316.24.3

each

16.42

work,concrete infoundation, painting andlettering etc.which shall

be

paid for separately.

35x111x25cm size.

50x152.5x25cm size.

35x93.5x18cm size.

CONCR ETEPAVEMENT

Cementconcrete1:2:4 (1cement : 2

coarsesand : 4graded stone



3.2

cum

16.49

aggregate 40mm nominalsize) in

pavements,laid torequiredslope and

camber in panels asrequiredincludingconsolidationfinishingand

tampingcomplete.

MISCELLANEOUS

Making bellmouth

opening/entrance of size100x50x50cm for drainage

pipe under footpathincluding providingcementconcrete1:3:6 (1cement



6.6

: 3 coarsesand : 6graded stoneaggregate20mmnominalsize) for

shape of bell mouthincluding plastering providingand fixing precast

R.C.C./S.F.R.C.slabincluding plasteringwith cementmortar 1:3(1

cement : 3fine sand) of 6 mm

thickness onexposedsurface of theslab &

bell mouthincludingcentring,shuttering &

neat cement punninginside 10nos



400

Code

No

of cement

to used per

unit

quantity of

work

(quintals)

16.52

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -16.0

ROAD WORK

Description

UnitQuantity

the bellmouth etc.all complete.

Providingand fixing precast limefly ashconcrete blocks1:2:3:6(1lime : 2



0.05

sqm

fly ash : 3coarse sand :6 gradedstoneaggregate 20mm nominalsize)

includingfinishingwith 10mmthick cementmortar 1:3(1 cement :3

coarse sand)in foot pathsincluding preparationof sub gradewith a hand

rammer,

laying 10mm thick levelingcourse of fine sand(jamunasand)

and fillingthe joints

with finesand.



16.63

NEWITEMS/MODIFIEDITEMS

Providingand layingand makingkerb channel30cm wideand 50mm

thick of cementconcrete1:3:6 (1cement:3coarse sand:6gradedstone

aggregate20mmnominalsize) over 75mm bedof dry brick ballast 40

mm nominalsize wellrammed and

consolidatedand groutedwith fine



0.11

metre

16.67

sandincludingfinishing thetop smoothetc. completeand as per direction

of Engineer-in-charge.

Providing

and fixing ator near ground levelfactory madeRCC pavement

slab of M-30grade of size450x450x50

mm (HPL or equivalent )including

reinforcement with 6mmdia M.S. bars 4 noson each sideincluding



7.75

100sqm

16.69

setting in position infootpath tothe requiredlevel and lineover a bed of

20mmaveragethick cementmortar (1cement : 3coarse sand )having

thicknessnot morethan 5mmexcept oncurveincludingfilling of joints

with samecement

mortar andmakinggrooves etc.complete as per

direction of Engineer-in-

charge.



Providingand layingat or near ground levelfactorymade kerbstone of

M-25 gradecement in position tothe requiredline, levelandcurvature

jointed withcementmortar 1:3(1 cement :3 coarsesand )including

making joints

with or withoutgrooves(thickness of joints exceptat sharp

curve shallnot to morethan 5mm)

includingmakingdrainageopening



0.05

cum

401

wherever requiredcomplete etc.as per direction of Engineer-in-charge (

length of finishedkerb edgingshall bemeasured payment ).(Precast

C.C. kerbstone shall beapproved byEngineer-in-charge).

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -16.0

ROAD WORK



Quantity of

Code

Description

Unit

cement to

No

be used per

unitquantity of

work

(Quintals)

17.1/17.2/


CONSUMPTION

17.0SANITARYINSTALLATIONS

Fixing water closetsquatting pan (Indiantype W.C. pan ) with



17.3

required

each

0.05

17.4

100mm sandcast Iron Por S trap,10 litre lowlevel whiteP.V.C.

flushingcistern withmanuallycontrolleddevice(handlelever)

conformingto IS :7231, withall fittingsand fixturescomplete

includingcutting andmaking

good the walls andfloorswherever

Fixing white

vitreouschina flat back or wallcorner typelipped front



17.4.1

urinal basinof 430x260x350mm and340x410x265mm sizes

respectivelywithautomaticflushingcistern withstandardflush pipe

and C.P. brassspreaderswith brassunions andG.I clamps

complete,including painting of fittings and brackets,cutting and

making goodthe walls andfloorswherever required :

One urinal basin with 5litre whiteP.V.C.automatic

flushingcistern.



each

0.03

17.4.2

each

0.04

17.4.3

each

0.07

17.4.4

each

0.1

17.5

Range of two urinal basins with5 litre white

P.V.C.

automaticflushingcistern.

Range of three urinal basins with10litre whiteP.V.C.


Range of four urinal basins with10 litrewhite P.V.C.

automaticflushing

cistern.



Fixing whitevitreouschina flat back half stall urinalof size

580x380x350mm withwhite PVCautomaticflushingcistern, with

fittings,standard sizeC.P. brassflush pipe,spreaderswith unions

and clamps(all in C.P. brass) withwaste fitting

as per IS :2556, C.I.

trap withoutletgrating andother couplings inC.P. brassincluding



:

17.5.1

each0.05

17.5.2

each

0.1

17.5.3

each

painting of fittings andcutting andmaking goodthe wallsand floors

Single half stall urinalwith 5 litreP.V.C.automatic

flushingcistern.

Range of two half stall urinalswith 5 litreP.V.C.


Range of three half stall urinals

with 10 litreP.V.C.




cement to

No

be used per

unit

quantity of

work

(Quintals)

17.6.1

flushingcistern, withfittings,standard sizeG.I. flush

pipe for back

and frontflush with

standardspreader pipes withfittings, G.Iclamps

and C.P. brasscouplingcompleteincluding painting of

fittings and

cutting andmaking goodthe walls andfloors etc.wherever required :

Singlesquatting plate with 5litre P.V.C.automatic



each

0.05

17.6.2

each

0.117.6.3

each

0.15

17.6.4

each

0.2

17.7

flushingcistern.

Range of

twosquatting plates with5 litreP.V.C.


Range of threesquatting plates with10 litreP.V.C.

automaticflushing

cistern.

Range of four squatting plates with10 litreP.V.C.




each

0.03

17.8

each

0.016*

17.9/17.10/

Fixing wash basin withC.I. brackets,15 mm C.P. brass pillar taps,32

mm C.P. brass wasteof standard pattern,including painting of fittings

and brackets,cutting andmaking goodthe walls

Fixing whitevitreous

china pedestal for wash basincompletely

recessed atthe back for the receptionof pipes andfittings.



17.11

each

0.03

17.12

0.01

each

17.13

Fixingkitchen sink with C.I. brackets,C.P. brasschain withrubber

plug, 40mm C.P. brass wastecomplete,including painting the

fittings and brackets,cutting andmaking goodthe walls

Fixingdraining board withC.I. bracketsincluding painting of brackets,

cutting andmaking goodthe walls



each

0.03

17.17

each

0.03

17.23

respectively.

Fixing Whitevitreouschina water closetsquatting pan(Indian type)

Fixing a pair of whitevitreouschina foot

rests of standard pattern for

squatting panwater closet

Fixing whitevitreouschina flat back or wallcorner typelipped front

urinal basin

of 430x260x350mm and340x410x265mm sizes



each

0.01

17.24

each

0.02

17.25

each

0.02

17.26/17.27

fittings.

each

0.02

Fixing whitevitreouschinasquatting

plate urinalwith integralrim

longitudinalflush pipe.

Fixing whitevitreouschina wash basinincludingmaking all

connections but excluding

the cost of fittings :

Fixingkitchen sink including

making allconnectionsexcludingcost of



17.37

each

0.01

Providingand fixingM.S. holder- bat clampsof approveddesign to

Sand Castiron/castiron (spun) pipeembedded inandincluding

cementconcrete blocks10x10x10cmof 1:2:4 mix(1 cement :2

coarsesand : 4graded stone

aggregate20mmnominalsize)

includingcost of cutting holesand makinggood thewalls etc. :



403

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

17.59

each

0.0117.6

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -17.0

SANITARY

INSTALLATIO

NS

Providingand fixingM.S. staysand clampsfor sandcast

iron/centrifugally cast(spun) iron pipes of diameter 100, 75 or 50mm



17.60.1

each

0.03

17.60.2

each

0.03

17.61

Providingand fixingtrap of self cleansingdesign withscreweddown

or hingedgrating withor withoutvent armcomplete,includingcost of

cutting andmaking goodthe walls andfloors :

100 mm inletand 100 mmoutlet

100 mm inletand 75 mmoutlet

Cutting

chases in brick masonrywalls for followingdiameter sand



:

17.61.1

100 mm dia.

100

metre

5.4

17.61.2

75 mm dia.

100

metre

3.7

17.61.3

50 mm dia.

100

cast iron/centrifugallycast (spun)iron pipesand makinggood the

same withcementconcrete1:3:6 ( 1cement : 3coarsesand :6

graded stoneaggregate12.5 mmnominalsize )includingnecessary

plaster and pointing incementmortar 1:4 (1

cement : 4coarse sand)



metre

1.87

404

Quantity of

Code

Description

Unit

cement toNo

be used per

unit

quantity of

work

(Quintals)

18.1/18.4/

* WhiteCement.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.: -17.0

SANITARY

INSTALLATIO

NS

1.0COEFFI

CIENTSFOR CEMENTCONSUMPTION

18.0WATER SUPPLY



18.7/18.10

18.10.1

metre

0.05

18.10.2

metre

0.06

18.10.3

metre

0.0718.10.4

metre

0.08

18.10.5

Providingand fixingG.I./ PE-AL-PE/ PP-R pipescompletewith

fittings andclamps,includingcutting andmaking goodthe walls etc.

Internalwork – Exposed onwall.

15 mm dia.nominal bore






metre

0.08

18.10.6

metre

0.08

18.2/18.5/

metre 0.88

18.8/18.11

18.32



Concealed pipesincluding paintingwith anti

corrosive bitumastic

paint, cuttingchases andmaking goodthe wall

ConstructingmasonryChamber 30x30x50cm, insidewith 75 class

designation brick work incementmortar 1:5(1 cement :5fine sand)



for stopcock, withC. I. surface box100x100x75 mm(inside) with

hinged cover fixed incementconcreteslab 1:2:4mix (1cement :2

coarsesand : 4graded stoneaggregate20 mmnominal size)

necessaryexcavation

foundationconcrete1:5:10 ( 1cement :5fine

sand:10graded stoneaggregate40mmnominal size) and inside



18.32.1

each

0.26

18.33

plasteringwith cementmortar 1:3 (1cement :3coarse sand)12mm

thick finishedwith afloating coatof neatcementcomplete as per

standarddesign :

With F.P.S. bricks

Constructing

masonryChamber 60x60x75cm, insidewith 75 class

designation brick work incement

mortar 1:5 (1cement : 5fine sand)



for sluicevalve, withC.I. surface box 100mm.top diameter,160 mm

bottomdiameter and180 mmdeep( inside)with chainedlid and

RCC topslab 1:2:4mix (1cement :2coarse sand :4 gradedstone

aggregate20mm

nominal size) necessaryexcavationfoundation

concrete1:5:10 (1cement : 5fine sand : 10graded stoneaggregate



18.33.1

each

1.44

18.34

40 mmnominal size)and inside plasteringwith cementmortar 1:3 (1

cement : 3coarse sand)12 mm thick finishedwith afloating coatof

neat cementcomplete as per standarddesign :

With F.P.S. bricks


designation brick work incementmortar 1:5 (1cement : 5fine sand)



405

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of work

(Quintals)

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -18.0

WATER

SUPPLY

for sluicevalve, withC.I. surface box 100mm. topdiameter,160

mm bottomdiameter and180 mm deep(inside) withchained lidand

RCC top slab

1:2:4 mix (1cement : 2coarse sand :4 gradedstone



18.34.1

each

2.48

18.35

aggregate 20mmnominal size) necessaryexcavationfoundation

concrete1:5:10 (1cement : 5fine sand:10graded stoneaggregate

40 mmnominalsize ) andinside plasteringwith cementmortar 1:3

(1 cement : 3coarse sand)12 mm thick finished with

a floatingcoat

of neatcementcomplete as per standarddesign :

With F.P.S. bricks



ConstructingmasonryChamber 120x120x100cm, insidewith 75

classdesignation brick work incementmortar 1:5(1 cement : 5fine

sand) for sluice valve,with C.I.surface box100 mm.top diameter,

160 mm bottomdiameter and180 mm

deep( inside)with chained

lid and RCCtop slab 1:2:4mix (1cement :2coarse sand :4 graded



18.35.1

each

3.5

18.36

stoneaggregate 20mmnominalsize)necessaryexcavation

foundationconcrete1:5:10 (1cement : 5fine sand:10graded stone

aggregate 40mmnominalsize) andinside plasteringwith cement

mortar 1:3(1 cement :3 coarsesand) 12 mm

thick finishedwith a

floating coatof neatcementcomplete as per standarddesign :

With F.P.S. bricks





for firehydrants,with C.I.surface box350x350mm. topand 165

mm deep( inside)with chainedlid and

RCC topslab 1:2:4mix (1

cement : 2coarse sand :4 gradedstoneaggregate 20mm nominal



18.36.1

each

1.3

18.37

size)necessaryexcavationfoundationconcrete1:5:10 (1cement : 5

fine sand:10graded stoneaggregate40 mmnominalsize) and

inside plasteringwith cementmortar 1:3(1 cement : 3coarse sand)

12 mm thick finished witha floatingcoat of neat

cementcomplete as

per standarddesign :

With F.P.S. bricks





for water meter completewith C.I.double flapsurface box

400x200x200mm (inside)withlocking

arrangementand RCCtop

slab 1:2:4mix (1cement : 2coarse sand :4 gradedstoneaggregate



18.37.1

each

1.34

20 mmnominalsize)necessaryexcavationfoundationconcrete

1:5:10 ( 1cement : 5fine sand:10graded stoneaggregate40 mm

nominalsize) andinside plasteringwith cementmortar 1:3(1

cement : 3coarse sand)12 mm thick finished

with afloating coatof

neat cementcomplete as per standarddesign :

With F.P.S. bricks



406

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of work

(Quintals)

18.76

same:

18.77

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -18.0

WATER

SUPPLY

Cuttingholes up to30x30 cmin wallsincludingmakinggood the

18.76.1With F.P.S. bricks 100nos. 2.92

Cuttingholes up to15x15cm inR.C.C.floors androofs for passing



18.78

drain pipeetc. andrepairing thehole after insertion of drain pipeetc.

with cementconcrete1:2:4 (1cement :2coarsesand : 4graded

stoneaggregate 20mmnominalsize)includingfinishingcomplete

so as to makeit leak proof.100 nos.

0.70

Makingchases up to7.5x7.5 cmin wallsincludingmaking goodand



407

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

19.1

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -18.0

WATER

SUPPLY


MPTION

19.0DRAINAGE

Jointingglazedstoneware pipes grade‘A’ with stiff mixture of cement



19.1.1

100 metre

2.17

19.1.2

100 metre

3.23

19.1.3

100 metre

4.33

19.1.4

100 metre

4.87

19.1.5

100 metre

5.4

19.1.6

100 metre

6.47

19.2

mortar inthe proportionof 1:1 (1cement : 1fine sand)including

testing of joints etc.complete :

100 mmdiameter

150 mmdiameter

200 mmdiameter

230 mmdiameter

250 mmdiameter

300 mmdiameter



19.2.1

100 metre

19.24

19.2.2

100 metre

23.53

19.2.3

100 metre

27.43

19.2.4

100 metre

30.03

Layingcementconcrete1:5:10 (1cement : 5coarse sand :10 graded

stoneaggregate 40mmnominal size)alroundS.W. pipesincluding

bed concreteas per standarddesign:

100 mmdiameter S.W. pipe






19.2.5

100 metre

31.72

19.3

19.3.1

100 metre

9.14

19.3.2

100 metre

14.82

19.3.3


Layingcementconcrete1:5:10 (1cement : 5coarse sand :10 graded

stoneaggregate 40mm nominalsize) uptohaunches of S.W. pipes

including bedconcrete as per standarddesign :


150 mm

diameter S.W. pipe




100 metre

17.42

19.3.4

100 metre19.11

19.3.5

100 metre

20.28

19.3.6

100 metre

23.4

19.4




Providingand fixingsquare-mouth S.W.gully trapgrade 'A'’complete

with C.I.grating brick masonrychamber with water tight C.I.cover



19.4.1

each 0.27

408

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

19.4.2

with frame of 300 x300mm size(inside) theweight of cover to benot

less than4.50 kg andframe to benot lessthan 2.70 kgas per

standarddesign :

100x100 mmsize P type

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE

150 x 100mm size Ptype.



each 0.26

19.4.3

each 0.25

19.6

19.6.1

100 metre

0.5

19.6.2

100 metre

180x150 mmsize P type

Providingand layingnon-pressure NP2 class(light duty)R.C.C. pipes

with collars jointed withstiff mixtureof cementmortar inthe

proportionof 1:2 (1cement : 2fine sand)

includingtesting of joints

etc. complete:

100 mm dia.R.C.C. pipe




100 metre

4.2

19.6.10

100 metre

4.9

19.6.11

100 metre

5.5

19.6.12

100 metre

6.1

19.6.13

100 metre

6.8

19.7



1000 mmdia. R.C.C. pipe



Constructing brick

masonrymanhole incementmortar 1:4( 1 cement



: 4 coarsesand ) R.C.C.top slab with1:2:4 mix (1cement : 2coarse

sand : 4graded stoneaggregate20 mmnominalsize),foundation

concrete1:4:8 mix (1cement : 4coarsesand : 8graded stone

aggregate40mmnominalsize) inside plastering12mm thick with

cementmortar 1:3(1 cement :3 coarsesand)finishedwith floating



19.7.1

each

2.92

19.7.2

coat of neatcement andmakingchannels incementconcrete1:2:4

(1 cement : 2coarse sand :4 gradedstoneaggregate20mmnominal

size)finishedwith afloating coatof neatcementcomplete as per

standard

design :

Inside size90x80 cmand 45 cmdeepincludingC.I. cover

with frame(light duty)

455x610 mminternaldimensions



each

4.73

19.7.3

each

4.73

19.8

409

Inside size120x90 cmand 90 cmdeepincludingC.I.

cover withframe(mediumduty) 500mm internaldiameter

Inside size120x90 cmand 90 cmdeepincludingC.I.

cover withframe (heavyduty) 560

mm internaldiameter,

Extra for depth for manholes

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE



Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

19.8.1

metre 1.26

19.8.2

metre 1.52

19.9

Size 90x80cm

Size 120x90cm

Constructing brick masonrycircular typemanhole0.91m

internal dia

at bottomand 0.56mdia at topin cementmortar 1:4(1 cement :4



coarse sand),in sidecement plaster 12mm thick with cementmortar

1:3 (1cement : 3coarse sand)finished with a floatingcoat of neat

cement,foundationconcrete1:3:6 mix (1cement : 3coarse sand :6

graded stoneaggregate

40mmnominalsize), andmakingnecessary

channel incementconcrete1:2:4 (1cement : 2coarsesand : 4



19.9.1

each

2.75

19.1

graded stoneaggregate20mmnominal size)finishedwith afloating

coat of neatcement allcomplete as per standarddesign :

0.91 m deepwith S.F.R.C.cover andframe (heavyduty,

HD-20 gradedesignation)560mm

internaldiameter ) :

Extra depthfor circular type

manhole0.91minternal dia(at bottom)



metre

3.61

19.11

with beyond0.91m to1.67m

Constructing brick masonrycircular manhole1.22minternal diaat

bottom and0.56m diaat top incementmortar 1:4(1 cement :4

coarse sand)insidecement plaster 12mm thick with cementmortar

1:3 (1cement :3coarse sand)finishedwith afloating coatof neat



19.11.1

cementfoundationconcrete1:3:6 (1cement : 3coarsesand : 6

graded stoneaggregate40mmnominalsize) andmakingnecessary






each

5.39

19.12

metre

6.27

19.13

1.68 m deepwith SFRCCover andframe(heavy duty

HD-20 gradedesignation)560mminternaldiameter

Extra depthfor circular typemanhole1.22minternal dia(at bottom)

beyond 1.68m to 2.29 m

Constructing brick masonrycircular manhole1.52 minternal dia

at



bottom and0.56 m diaat top incementmortar 1:4(1 cement :4

coarse sand)insidecement plaster 12mm thick with cementmortar

1:3 (1cement : 3coarse sand)finished with a floatingcoat of neat

cement,

foundationconcrete1:3:6 (1cement : 3coarsesand : 6

graded stoneaggregate40mmnominalsize) andmakingnecessary



19.13.1

each

10.86

19.14




2.30m deepwith SFRCCover and

frame (heavyduty HD-

20 gradedesignation)560mminternaldiameter



metre

16.71

410

Quantity of

Code

Description

Unit

cement to

No

be used perunit

quantity of

work

(Quintals)

19.15

Extra depthfor circular type manhole1.52 minternal dia(at bottom)

beyond 2.30m

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE

ProvidingM.S. footrestsincludingfixing inmanholes

with20x20x10



100 nos.

0.88

19.16

cm cementconcrete blocks 1:3:6(1 cement :3 coarsesand : 6

graded stoneaggregate 20mm nominalsize) as per standarddesign

Providingorangecolour safetyfoot rest of minimum 6mm thick

plasticencapsulatedas per IS :10910 on12mm diasteel bar

conforming

to IS : 1786havingminimumcross sectionas 23



mmx25mmand over allminimumlength 263mm andwidth as

165mm withminimum112 mmspace between protrudedlegs having

2 mm treadon topsurface byribbing or chequering besides

necessaryandadequateanchoring

projectionson taillength on138

mm as per standarddrawing andsuitable towith standthe bend test



100 nos

1.98

19.17

andchemicalresistancetest as per specifications andhaving

manufacture's permanentidentificationmark to bevisible evenafter

fixing,includingfixing inmanholeswith30x20x15cm cement

concrete block 1:3:6(1 cement :

3 coarsesand : 6graded stone

aggregate 20mm nominalsize)complete



100 nos

0.88

19.19

19.19.1

L D- 2.5

19.19.1.1

Replacementof M.S. footrests inmanholesincludingdismantling

concrete blocks andfixing with20x20x10 cmcementconcrete blocks

1:3:6 (1cement : 3coarse sand :

6 gradedstoneaggregate 20mm

nominal size):

Providingand fixingin position precastR.C.C.manholecover and

frame of requiredshape and

approvedquality



each

0.1319.19.1.2

each

0.1

19.19.1.3

each

0.1

19.19.2

M D - 10

19.19.2.1

each

0.13

19.19.2.2

each

0.1

19.19.3

H D - 20

19.19.3.1

Rectangular shape600x450mminternaldimensions

Square shape450mminternaldimensions

Circular shape450mminternaldiameter

Square shape

450mminternaldimension

Circular shape500mm

internaldiameter



each

0.119.19.4

EHD - 35

19.19.4.1

each

0.119.21

Circular shape 560mm internaldiameter

Circular shape 560mm internaldia.

Makingconnectionof drain or sewer linew ithexistingmanhole

including breaking into

and makinggood thewalls, floorswith cement

concrete1:2:4 mix (1cement : 2coarsesand : 4graded stone



411

Quantity of

Code

Description

Unit

cement to

No

be used per

unit

quantity of

work

(Quintals)

complete :

aggregate 20mm nominalsize) cement plastered on both sideswith

cementmortar 1:3 (1cement : 3coarse sand)finished witha floating

coat of neatcement andmakingnecessarychannels for the drain etc.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE



19.21.1

each

0.0619.21.2

each

0.1

19.21.3

each

0.15

19.22

For pipes100 to 230mm diameter



Providingsand castiron dropconnectionexternallyfor 60 cmdrop

from branchsewer line tomain sewer manholeincludinginspection

and cleaningeye withchain andlid, sandcast irondrop pipeand



bend encasedalround withcementconcrete1:5:10 (1cement : 5fine

sand : 10graded stoneaggregate40 mmnominalsize) withall

centring andshutteringrequired,cutting holesin wallsand making

good with brick work in


plasteredwith cementmortar 1:3(1 cement :3 coarsesand) on



19.22.1

each

0.34

19.22.2

inside of themanhole walllead caulked joints between sandcast iron

pipes andfittings, stiff cementmortar 1:1(1 cement :1 fine sand)

joints betweensand castiron tee andS.W. pipe,makingrequired

channelscomplete as

per standarddesign andspecifications :

100 mm dia.sand castiron dropconnection



each

0.4619.23

complete :

19.23.1

metre

0.21

19.23.2

metre

0.26

19.27

150 mm dia.sand castiron dropconnection

Extra for depths beyond 60cm of sandcast irondropconnection

For 100 mmdia. sand castiron dropconnection

For 150 mmdia. sand cast

iron dropconnection

Constructing brick masonryroad gullychamber 50x45x60cm with



each

0.93

19.28

bricks of classdesignation75 incementmortar 1:4(1 cement :4

coarse sand)including500x450 mm precastR.C.C.horizontalgrating

with framecomplete as per standarddesign :

Constructing brick

masonryroad gullychamber 45x45x77.5cm with

bricks of classdesignation75 incementmortar 1:4(1 cement :4



each

0.82

19.29

coarsesand ) with precastR.C.C.verticalgratingcomplete as per

standarddesign :

Constructing brick masonry road

gullychamber 110x50x77.5cm with

bricks of classdesignation75 incementmortar 1:4(1 cement :

4

coarse sand)including500x450 mm precastR.C.C.horizontalgrating



each

1.66

19.3

with frameand verticalgratingcomplete as per standarddesign :

Constructing brick masonrychamber for undergroundC.I.inspection

chamber and bends with75 classdesignation bricks incement

mortar 1:4

(1 cement :4 coarsesand) C.I.cover withframe (light

duty)455x610mm internal

dimensions,total weightof cover with



412

Quantity of

Code

DescriptionUnit

cement to

No

be used per

unit

quantity of

work

(Quintals)

frame to benot less than38 kg(weight of cover 23 kgand weightof

frame 15 kg)R.C.C. topslab with1:2:4 mix (1cement :2coarse sand

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE

: 4 gradedstone

aggregate 20mm nominalsize)foundationconcrete



design :

19.30.1

each

0.9

19.30.2

1:5:10 (1cement : 5fine sand :10 gradedstoneaggregate 40mm

nominalsize), inside plastering 12mm thick with cementmortar 1:3

(1 cement :3 coarsesand)finishedsmooth witha floatingcoat of

neat cementon walls and bed concreteetc. complete

as per standard

Insidedimensions455x610

mm and 45cm deep for

single pipeline :



each

1.02

19.30.3

each

1.27

19.31

0.87

19.31.1

metre

0.9519.31.2

metre

Insidedimensions500x700 mmand 45 cmdeep for pipe

line with oneor twoinlets :

Insidedimensions600x 850mm and 45cm deep for

pipe

line withthree or moreinlets :

Extra for depth beyond

45 cm of brick masonrychamber :

For 455x610mm size

For 500x700mm size



1.1219.31.3

metre

19.32

design.

each

0.07

19.34

For 600x850mm size

Making soak pit 2.5 mdiameter 3.0metre deepwith 45 x 45cm dry

brick honey

comb shaftwith bricksof classdesignation75 and S.W.

drain pipe100 mmdiameter,1.8 m long

complete as per standard

Providingand fixing

S.W.interceptingtrap inmanholeswith stiff



19.34.1

100 mm dia

each

0.01

19.34.2

150 mm dia

each

0.02

413

mixture of cementmortar 1:1(1 cement :1 fine sand)including

testing of joints etc.complete :

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H.:. -19.0

DRAINAGE


20.0PILEWORK



Code

No

of cement

to used

per unit

quantity

of work

(quintals

20.1

Description

UnitQuantity

Providing,driving andinstallingdriven cast-in-situreinforcedcement

concrete

piles of specifieddiameter andlength

below the pile cap M

35 incementconcrete, tocarry safe

workingload notless than



20.1.1

metre

0.54

20.1.2

metre

0.68

20.1.3

metre

0.84

20.1.4

specified,excluding thecost of steel

reinforcement butincludingthe

cost of shoeand thelength of pileto beembedded inthe pile capetc.

all complete.(Length of pile for paymentshall bemeasuredfrom top

of shoe to the bottom of pile cap) :

400 mm dia piles

450 mm dia piles

500 mm dia piles



metre

1.02

20.1.5

metre

1.89

20.1.6

metre

3.36

20.1.7

metre

4.84

20.1.8

metre

7.56

20.2

550 mm dia piles

750 mm dia

piles.

1000 mm dia piles.

1200 mm dia piles.

1500 mm dia piles.

Boring, providing

andinstalling bored cast-in-situreinforcedcement

concrete pileof specifieddiameter andlength belowthe pile capM



35 incementconcrete, tocarry a safeworkingload notless than

specified,excluding thecost of steel

reinforcement butincludingthe

cost of boring w ith, bentonitesolution andtemporarycasing of

appropriatelength for setting out

and removalof same andthe length

of the pile to be embeddedin the pilecap etc. allcomplete,including

removal of excavatedearth withall lifts andleads (Lengthof pile for



20.2.1

metre

0.3

20.2.2

metre

0.54

20.2.3

metre

0.68

20.2.4

metre

0.84

20.2.5

metre

1.21

20.2.6

metre

1.89

20.2.7

metre

3.36

20.2.8

metre

paymentshall bemeasuredupto bottomof pile cap).

300 mm dia piles

400 mm dia piles

450 mm dia piles

500 mm dia. piles

600 mm dia piles

750 mm dia piles.

1000 mm dia piles.

1200 mm dia piles.



4.84

20.2.9

metre

7.56

414

Code

No

of cement

to used

per unit

quantity

of work

(quintals

20.3

1500 mm dia piles.

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -20.0

PILE WORK

Description

UnitQuantity

Boring,Providingand installingcast in situsingle under reamed piles



20.3.1

of specifieddiameter andlength

below pilecap in M35 cement

concrete, tocarry a safeworkingload notless thanspecified,

excludingthe cost of steel

reinforcement butincludingthe cost of

boring with bentonitesolution andthe lengthof the pileto be

embedded in pile capetc. allcomplete.(Length of pile for payment

shall bemeasuredupto to the bottom of pile cap) :



metre

0.33

20.3.2

metre

0.63

20.3.3

metre

0.82

20.3.4

metre

1.03

20.4

to be paid).

20.4.1

each

0.14

20.4.2

300 mm dia piles.

400 mm dia

piles

450 mm dia piles

550 mm dia piles

Extra over item No.20.3 for providingadditional bulb in under reamed

piles, under specified diameter (Onlythe quantityof extra bulbs are

300mm dia piles.



each

0.27

20.4.3

each

0.35

20.4.4

each

0.44

20.5

400mm dia piles.

450 mm dia

piles.

550 mm dia piles.

Providing,driving andinstallingdriven Pre-castreinforcedcement

concrete piles of specifieddiameter and

length below the pile cap in

M 35cementconcrete tocarry safeworkingload notless than



specified.With acentralthrough preformedhole withM.S. black pipe

of dia,40mm for groutingwith cementsandgrouting of mix 1:2 (1

cement : 2coarse sand)under sufficient positive pressure toensure

completefilling

includingcentring,shuttering,driving andremoving

the steelcasing pipeand liftingcasing etc.complete butexcluding



20.5.1

metre

0.62

20.5.2

metre

0.78

20.5.3

metre

0.96

20.5.4

metre

1.17

20.5.5

metre

2.66

20.5.6

metre

3.84

the cost of steelreinforcement. (Lengthof pile for paymentshall be

measuredfrom top of the shoe tothe bottom of pile cap).

400 mm dia piles.

450 mm dia piles.

500 mm dia piles.

550 mm dia piles.

750 mm dia piles.

1000 mm dia piles.



415

Code

No

of cement

to used

per unit

quantity

of work

(quintals)

22.1

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N S.H. -20.0

PILE WORK


MPTION

22.0WATER PROOFING

Description

UnitQuantity



Providingand layingintegralcement basedtreatment for water

proofing onhorizontalsurface atall depth belowground levelfor

under groundstructures asdirected byEngineer-in-Charge and

consisting of : i) Istlayer of

22mm to25mm thick approvedand

specifiedrough stoneslab over a25mm thick base of cement

mortar



1:3 (1cement : 3coarse sand)mixed withwater proofingcompound

conformingto IS:2645in therecommended proportionover the

levelingcourse(levelingcourse to be paidseparately).Joints sealed

and groutedwith cementslurry mixed

with water proofingcompound

. ii) 2ndlayer of 25mm thick cementmortar 1:3 (1cement : 3coarse



2nd layer.

22.1.1

sqm

0.34

22.2

sand) mixedwith water proofingcompoundinrecommended

proportions.iii) Finishingtop withstoneaggregate of 10mm to12mm

nominal sizespreading @8 cudm/sqmthoroughlyembedded inthe

Using roughkota stone.

Providingand layingintegralcement basedtreatment for water



proofing onthe verticalsurface byfixingspecifiedstone slab 22mm

to 25mmthick withcementslurry mixedwith water

proofing

compoundconf ormingto IS:2645 inrecommended proportionswith a

gap of 20mm(minimum)

betweenstone slabsand thereceiving

surfaces andfilling thegaps withneat cementslurry mixedwith water



22.2.1

sqm

0.44

22.3

proofingcompoundandfinishing theexterior of stone slabwith

cementmortar 1:3(1 cement :3 coarsesand) 20mmthick withneat

cement punningmixed withwater proofingcompoundin

recommended proportioncomplete at

all levelsand asdirected by

Engineer-in-charge :

Using rough

Kota stone



ii)

Providingand layingwater proofingtreatment tovertical and

horizontalsurfaces of depressed portions of W.C.,kitchen andthe

likeconsistingof :

i) Ist courseof applyingcementslurry @4.4 Kg/sqmmixed with

water proofingcompoundconformingto IS 2645in

recommended proportionsincludingrounding off junction of

vertical andhorizontalsurface.



0.16

416

Code

No

of cement

to used

per unit

IInd courseof 20mmcement plaster 1:3(1 cement :3 coarse


proportionincludingrounding off junction of vertical andsqm

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N – S.H. -22.0WATER

PROOFING

Description

Unit

Quantity



quantity

of work

(quintals)

iii)

iv)

22.5

horizontalsurface.

IIIrd courseof applying blown or residual bitumenapplied hotat

1.7 Kg. per

sqm of area.

IVth courseof 400micron thick PVC sheet.(Overlaps at joints of

PVC sheetshould be100 mmwide and pasted toeach other

with bitumen@ 1.7

Kg/sqm.)



Providingand layingwater proofingtreatment insunken portion of

WCs, bathroometc., byapplyingcementslurry mixedwith water

proofingcementcompoundconsisting of applying :a) Firstlayer of

slurry of cement @0.488

kg/sqmmixed withwater proofingcement

compound @0.253kg/sqm. Thislayer will beallowed toair cure for 4



sqm

0.01

hours. b)Second layer of slurry of cement @0.242kg/sqmmixed

with water proofingcementcompound@ 0.126kg/sqm. Thislayer

will beallowed toair cure for 4hoursfollowedwith water curing for 48

hours. Therate includes preparation

of surface,treatmentand

sealing of all joints,corners, junctions of pipes andmasonry

with

polymer mixed slurry.



22.6

Providingand layingwater proofingtreatment onroofs of

slabs by

applyingcementslurry mixedwith water proofingcementcompound

consisting of applying :a) after surface preparation,first layer of

slurry of cement @

0.488kg/sqmmixed w ithwater proofingcement

compound@ 0.253kg/sqm. b)layingsecond layer of Fibreglass



cloth whenthe first layer is still green.Overlaps of joints of fibrecloth

should not be less than10 cm. c)third layer of 1.5 mmthickness

consisting of slurry of cement @1.289kg/sqmmixed withwater

proofingcementcompound@ 0.670

kg/sqm andcoarse sand@

1.289kg/sqm. Thiswill beallowed toair cure for 4hoursfollowed by



sqm

0.02

22.7

water curingfor 48hours. Theentiretreatmentwill betaken upto

30cm on parapet walland tuckedinto groovein parapet allaround. d)

fourth andfinal layer of brick tiling

with cementmortar (which will be

paid for separatelyFor the purpose of measurementthe entire

treatedsurface will be measured.

Providingand layingintegralcement basedwater proofingtreatment



including preparationof surfaceas requiredfor treatmentof roofs,

balconies,terraces etcconsisting of followingoperations: a)Applying

a slurry coatof neatcement using2.75 kg/sqm.of cementadmixed

with water proofing

compoundconformingto IS. 2645and approved

by Engineer-in-chargeover theRCC slabincludingadjoining

walls



upto 300mmheightincludingcleaning thesurface beforetreatment.

b) Laying brick batswith mortar using broken bricks/brick bats 25 mm

to 115mmsize with50% of cementmortar 1:5(1 cement :5 coarse

sand)admixed with

water proofingcompoundconformingto IS : 2645

andapproved byEngineer-in-charge over 20 mmthick layer of



417

Code

No

of cement

to used

per unit

quantity

of work

(quintals)

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N – S.H. -22.0

WATER

PROOFING

Description

UnitQuantity

cementmortar of

mix 1:5 (1cement :5coarsesand )admixedwith

water proofingcompoundconformingto IS : 2645andapproved by



Engineer-in-charge torequiredslope andtreatingsimilarly the

adjoiningwalls upto300 mmheightincludingrounding of junctions of

walls andslabs c) After two days of proper curingapplying asecond

coat of cement

slurry using2.75kg/ sqmof cementadmixedwith

water proofingcompound

conformingto IS : 2645andapproved by



Engineer-in-charge. d)Finishingthe surfacewith 20 mmthick

jointlesscementmortar of mix 1:4 (1cement :4coarse sand)

admixedwith water proofingcompoundconformingto IS : 2645and

approved byEngineer-in-chargeincludinglaying glassfibre clothof

approvedquality in toplayer of plaster andfinallyfinishing thesurface



22.7.1

with trow elwith neatcementslurry andmaking pattern of 300x300

mm square3mm deep.e) Thewholeterrace sofinishedshall be

flooded withwater for aminimum period of twoweeks for curing and

for final test.All above

operations to be done inorder and asdirected

and specified by theEngineer-in-Charge :



sqm

0.39

22.14

22.14.1

cum

3.2

22.14.2

cum

5.1

22.14.3

Withaveragethickness of 120mm andminimumthickness

at khurra as65 mm.

Grading roof for water proofingtreatmentwith

Cementconcrete1:2:4 (1cement : 2coarsesand : 4

graded stoneaggregate 20

mm nominalsize)


coarse sand)



cum

3.8

418

Cementmortar 1:4(1cement : 4coarse sand)

COEFFICIENT

S FOR

CEMENT

CONSUMPTIO

N – S.H. -22.0

WATER

PROOFING

CO

EFFICIE



F

OR

BITU

M



419

C

ON

SUM

P2.0COEFFICIENTFOR BITUMENCO

NSUMPTION



Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

16.25

16.0ROADWORK

Descriptio

nUnitQuantity

SURFACEDRESSING

Surfacedressing onnew surfacewith paving bitumen of grade A-90/S-90

of approved

quality using2.25 kg of

bitumen per sqm with1.65 cum of



0.02complete:

sqm

16.26

stonechippings13.2 mmnominal size per 100sqm of roadsurface

includingconsolidationwith roadroller of 6to 8 tonnecapacity etc.

Surfacedressing onnew surfacein two coatswith

bitumen of grade A-

90/S-90 of approvedquality using1.8kg.of bitumen per sqm with1.5cum



0.03

sqm

16.27

of stonechippings13.2mmnominal size per 100 sqmof roadsurface for

first coatand 1.1kg.of bitumen per sqm.with 1.00cu. metre of stone

chippings11.2mmnominal size per 100 sqm.of roadsurface for second

coatincludingconsolidation

of each coatseparatelywith roadroller of 6

to 8 tonnecapacity etc.complete.



0.02complete.

sqm

16.28

Surfacedressing onold surfacewith hot bitumen of grade A-90/S-90 of

approvedquality using1.95 kg of

bitumen per sqm. with1.50 cum of

stonechippings11.2 mmnominal size per 100sqm of roadsurface

includingconsolidationwith road

roller of 6to 8 tonnecapacity,etc.

Surfacedressing onecoat onnew surfacewith bitumen of specified



16.28.1

0.02

sqm

16.29

grade at arate of 1.95kg/sqm. of surface areawith 1.5cum. of stone

chippings13.2 mmnominal size per 100 sqm.of roadsurfaceincluding

consolidationwith roadroller of 6 to8 tonnecapacity ,etc. complete:

Using bitumen

emulsion(minimum50% bitumencontent -

RS gradeconformingto IS : 8887).



16.29.1

0.01

Surfacedressing onecoat on oldsurface with bitumen of specifiedgrade

at the rateof 1.22 kg/sqm of surface areawith 1.10cum of stone

chippings11.2 mmnominal size per 100 sqm.of roadsurfaceincluding

consolidationwith road

roller of 6 to8 tonnecapacity etc.complete :

Using bitumenemulsion

(minimum50% bitumencontent -



sqm

16.3

RS gradeconformingto IS : 8887).

PREMIX

CARPET

Providingand applyingtack coatusing hotstraight run bitumen of grade

80/ 100includingheating the bitumen,spraying the bitumenwith

mechanicallyoperatedspray unitfitted on bitumen boiler,cleaning and



0.0116.30.1

sqm

421

Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

0.0116.30.2

preparing theexisting roadsurface as per specifications :

On W.B.M.@ 0.75 Kg /sqm.

COEFFICIENT

FOR BITUMEN

CONSUMPTIO N –SH: 16.0

ROAD WORK

Description

UnitQuantity



sqm

16.31

016.31.1

sqm

0

On bituminoussurface @0.50 Kg /sqm.

Providingand applyingtack coatusing bitumenemulsion(RapidSetting)

complyingwith IS8887-1995,spraying the bitumenemulsionwith

mechanicallyoperatedspray unit,

cleaning and preparingthe existing

road surfaceas per specifications :

On [email protected]/sqm.



16.31.2

sqm16.32

On bituminoussurface @0.25kg/sqm.

2 cm premixcarpetsurfacingwith 1.8cum and0.90 cum of stone

chippings of 13.2 mmsize and11.2 mmsizerespectively per 100sqm.

and 52 kg.and 56 kg.of hot

bitumen per cum of stonechippings of 13.2

mm and 11.2mm sizerespectivelyincluding atack coatwith hot

straight



16.32.1

0.01

sqm

0.0116.32.2

sqm

16.32.3

run bitumenincludingconsolidationwith roadroller of 6to 9 tonne

capacity etc.complete:(tack coat to be paid for separately).

With pavingAsphalt 80 /100 heatedand thenmixed with

solvent at therate of 70grams per kgof asphalt.

With pavingAsphalt60/70 withno solvent



0.01

sqm

16.33

WithRefineryModifiedBitumenCRMB 55conformingto

IRC : SP :53-1999.

2.5 cm premixcarpetsurfacingwith 2.25

cum and1.12 cum of stone

chippings of 13.2mm and11.2mm sizerespectively per 100 sqm.and 52

kg. and 56kg. of hot bitumen per cum of stonechippings of 13.2 mm and



16.33.1

0.02

sqm

0.0216.33.2

11.2 mmsizerespectivelyincluding atack coatwith hotstraight run

bitumenincludingconsolidationwith roadroller of 6to 9 tonnecapacity

etc.complete.(tack coat to be paid for separately) :

With paving

Asphalt80/100heated andthen mixedwith

solvent at therate of 70

grams per kgof asphalt.



sqm

16.33.3

0.02

sqm

16.34

With pavingAsphalt60/70 withno solvent


IRC : SP :

53-1999.

2 cm premixcarpetsurfacingwith 2.4cumof stonechippings11.2 mm

nominal size per 100sqm and bitumenemulsion(mediumsetting min.

65% bitumencontent)complyingwith IS :8887-1995using 96kg per cum



0.033*

sqm

16.35

of chippingincludingconsolidationwith roadroller of 6to 9 tonne

capacity etc.complete.

2.5 cm premixcarpetsurfacingwith 3 cumof stonechippings 10mm

nominal size per 100sqm and bitumen

emulsion(mediumsetting min.

65% bitumencontents)complying with IS :8887-1995using 96 kg per



0.0388*etc complete.

sqm

422

Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

16.36

cum of chippings of road surfaceincludingconsolidationwith roadroller

COEFFICIENT

FOR BITUMEN

CONSUMPTIO

N –SH: 16.0

ROAD WORK

Description

UnitQuantity



Providingand layingBitumenPenetrationMacadamwith hardstone

aggregate of quality, sizeand gradingas specified,with bitumen of

suitable penetrationgradeincludingrequired keyaggregate asspecified,

spreadingcoarse

aggregatewith thehelp of self propelled /tipper tail

mountedaggregatespreader andapplying

bitumen bya pressure



16.36.1

distributor and thenspreadingkeyaggregatewith the helpof aggregate

spreader completeincludingconsolidationwith roadroller of minimum 8

to 10 tonnecapacity toachievespecifiedvalues of compactionand

surfaceaccuracy :

For 50mmcompactedthicknessusing coarseaggregate

of size 50-20 mmgraded @0.60 cum per 10 sqmkey

aggregate of size 12.5mm graded@ 0.15 cum per 10



0.05

sqm

16.36.2

0.07

sqm

16.37

sqm. With pavingasphalt80/100 @ 50kg/10 sqm.

For 75 mmcompactedthickness intwo layersusing stone

aggregate of

size 63-41mm graded@ 0.90 cum per 10

sqm keyaggregate of size 20.0 mmgraded @0.18 cum

per 10 sqm.With pavingasphalt80/100 @ 68kg/10 sqm.

MASTICANDBITUMASTICWEARINGCOURSE



Providingand laying bitumenmasticwearingcourse (as per

specifications) withindustrial bitumen of grade 85/25conformingto IS :

702 prepared by usingmasticcooker andlaid torequiredlevel andslope

including providingantiskid

surface with bitumen precoatedfine grained

hard stonechipping of approvedsize at therate of 0.005cum per 10sqm



0.0616.37.1

25mm thick.

sqm

0.0916.37.2

40 mm thick

sqm

16.38

and atapproximatesspacing of 10cm centreto centre in bothdirections,

pressed intosurface protruding1mm to4mm over masticsurface,

includingcleaning thesurface,removal of debris etc.all complete.(

Considering bitumen

using 10.2%as per MORTHspecification.)



2.5 cm thick bitumasticsheet withhot bitumenof approvedquality using

stonechippings(60% 12.5mm nominalsize and40% 10 mmnominal

size) @1.65 cum per 100 sqmand coarsesand at 1.65cum per 100

sqm of road

surface andwith bitumen@ 56kg/cum of stonechippings

and @ 128kg/cum. of

sand over atack coatwith hotstraight run bitumen



16.38.1

0.03sqm

0.0316.38.2

sqm

0.03

16.38.3

includingconsolidationwith roadroller of 8to 10 tonneetc.complete.

(tack coat to be paidseparately) :

With pavingAsphalt80/100heated and

then mixedwith


With pavingAsphalt60/70.

WithRefineryModifiedBitumenCRMB 55conformingto sqm



423

Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

16.39

COEFFICIENT

FOR BITUMEN

CONSUMPTIO

N –SH: 16.0

ROAD WORK

Description

UnitQuantity

IRC : SP :53-1999.

4 cm thick bitumasticsheet withhot bitumenof approvedquality using



stonechippings(60%12.5mmnominal sizeand 40%10mmnominal

size) @2.60cum per 100 sqm andcoarse sandat 2.60cum per 100 sqm

of roadsurface andwith bitumen@ 56kg/cum. of stonechippingsand at

128 kg/cum

of sand over a tack coatwith hotstraight run bitumen

includingconsolidation

with roadroller of 8to 10 tonneetc.complete.



16.39.1

0.05

sqm

0.0516.39.2

sqm

16.39.3

0.05

sqm

16.4

(tack coat to be paidseparately) :

With paving

Asphalt80/100heated andthen mixedwith


With pavingasphalt 60/70with nosolvent


IRC : SP :53-1999.

SEALCOAT



0.01

sqm

16.41

Providingand layingseal coat of premixedfineaggregate( passing2.36

mm andretained on180 micronsieve) with bitumenusing 128kg of

bitumen of grade 80 /100 bitumen per cum of fineaggregateand 0.60

cum of fine

aggregate per 100 sqm of road surfaceincludingrolling and

finishingwith roadroller allcomplete.



0.01

Providingand layingseal coatover preparedsurface of road with

bitumenheated in bitumen boiler fittedwith thespray setsprayingusing

98 kg of bitumen of grade 80/100and

blindingsurface with0.90cum of

stone

aggregate of 6.7 mm size(Passing11.2mmsieve andretained on

2.36mmsieve) per 100 sqm of

road surfaceincludingrolling andfinishing



sqm

16.54

with power road roller allcomplete.

Providingand layingDenseBituminousmacadam on preparedsurf ace

withspecifiedgradedcrushed stoneaggregate f or profilecorrective base/

bindingcourseincluding

loading of aggregatewith FEloader andhot

mixing of stoneaggregate,filler and bitumen inhot mix

plant,transporting



16.54.1

the mixedmaterial bytippers to paver andlaying themixedmaterial with

paver finisher fitted withelectronicsensingdevice tothe requiredlevel

and gradeand rolling by roadroller as per MORTHspecifications, to

achieve thedesired

density, butexcluding thecost of primer / tack coat.

50/75mmaveragecompacted

thicknesswith bitumen of



1.15

cum16.55

60/70 grade@ 5%(percentage by weight of total mix)and

lime filler @2%(percentage by weight of Aggregate).

Providingand layingBituminousMacadam on preparedsurf ace with

specifiedgradedcrushedstoneaggregatefor profilecorrective base/

binder courseincludingloading of

aggregatewith F.E.loader , hotmixing



424

Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

of stoneaggregatesand bitumenin hot mix plant,transportingthe mixed

material bytippers to paver andlaying themixedmaterialwith paver

COEFFICIENT

FOR BITUMEN

CONSUMPTIO

N –SH: 16.0

ROAD WORK

Description

UnitQuantity



16.55.1

0.77mix)

finisher fitted withelectronicsensingdevice tothe requiredlevel and

grade androlling withroad rollers,as per MORTHspecificationto

achieve thedesireddensity andcompaction butexcludingthe cost of

primer/ tack

coat.

50mm /75mmaveragecompactedthicknesswith bitumen

of 60/70

grade @3.5%(Percentage by weightof total



cum

16.56

Providingand layingDenseBituminousconcrete on

preparedsurface

withspecifiedgraded stoneaggregatefor wearingcourseincluding

loading of aggregatewith F.E.loader , andhot mixingof bitumenwith

filler andstoneaggregate inhot mix plant ,transportingthe mixed

material bytippers to

paver andlaying themixedmaterialwith



16.56.1

1.3

mechanical paver finisher fitted withelectronicsensingdevice tothe

requiredlevel andgrade androlling withroad rollers,as per MORTH

specification,to achievethe desireddensity andcompaction but

excludingcost of

primer/ tack coat.

40mm/50mmcompactedthicknesswith bitumenof grade

60/ 70 @5.5% andlime @3%(percentage by weightof



total mix).

cum

16.57

Providingand layingDenseBituminous

Concrete on preparedsurf ace


loading of aggregatewith F.E.loader, andhot mixing of bitumen withfiller

and stoneaggregate inhot mix plant,transportingthe mixedmaterial by

tippers to paver and

laying themixedmaterial withmechanical paver



tack coat.

16.57.1

1.3

of total mix).

cum


grade androlling withroad rollers,as per MORTHspecifications, to

achieve thedesireddensity andcompaction but excludingcost of primer/


CRMB - 60@ 5.5% andlime @3%

(percentage by weight



16.58

Providingand layingDenseBituminousConcrete on prepared

surf ace


loading of aggregatewith F.E.loader, andhot mixing of bitumen withfiller

and stoneaggregate in

hot mix plant,transportingthe mixedmaterial by

tippers to paver andlaying themixedmaterialwithmechanical paver



tack coat.

16.58.1

1.3


grade androlling withroad rollers,as per MORTHspecifications, to

achieve thedesireddensity andcompaction but excludingcost of primer/


PMB - 40 @5.5% and

lime @3%(percentage by weight of cum



425

Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

total mix).

426

COEFFICIENT

FOR BITUMEN

CONSUMPTIO

N –SH: 16.0

ROAD WORK

Description

UnitQuantity

* Includingtack coat

COEFFICIENT

FOR BITUMEN

CONSUMPTIO

N –SH: 16.0

ROAD WORK



Code

No

of bitumen

to be used

per unit

quantity of

work

(quintals)

22.3

2.0COEFFICIENTFOR BITUMEN

CONSUMPTION

22.0WAT ER PROOFING

Description

UnitQuantity

Providingand layingwater proofingtreatment tovertical and



ii)

horizontalsurfaces of depressed portions of W.C.,kitchen andthe

likeconsistingof :

i) Ist courseof applyingcementslurry @4.4 Kg/sqmmixed with

water proofingcompoundconformingto IS 2645in

recommende

d proportionsincludingrounding off junction of

vertical andhorizontalsurface.

IInd courseof 20mmcement plaster 1:3(1 cement :3 coarse



iii)

iv)


proportionincludingrounding off junction of vertical and

horizontalsurface.

IIIrd courseof applying blown or residual bitumenapplied hot at

1.7 Kg. per sqm of area.

IVth courseof 400micron thick PVC sheet.(Overlaps at joints of



sqm

0.02

22.6

PVC sheetshould be100 mmwide and pasted toeach other

with bitumen@ 1.7Kg/sqm.)

Providingand layingwater proofingtreatment onroofs of slabs by

applyingcementslurry mixedwith water

proofingcementcompound

consisting of applying :a) after surface preparation,first layer of



slurry of cement @0.488kg/sqmmixed w ithwater proofingcement

compound@ 0.253kg/sqm. b)layingsecond layer of Fibreglass

cloth whenthe first layer is still green.Overlaps of joints of fibrecloth

should not be less than10 cm. c)third layer

of 1.5 mmthickness

consisting of slurry of cement @1.289kg/sqmmixed withwater



proofingcementcompound@ 0.670kg/sqm andcoarse sand@

1.289kg/sqm. Thiswill beallowed toair cure for 4hoursfollowed by

water curingfor 48hours. Theentiretreatmentwill betaken upto

30cm on parapet walland tucked

into groovein parapet allaround. d)

fourth andfinal layer of brick tilingwith cementmortar (which will be



Code

No

of bitumen

per squaremetre of area for eachcourse,secondcourse of roofing

felt type 3grade-I(hessian based self finished bitumen felt)and

fourth andfinal courseof stone grit6mm anddown size or pea-sized

gravelspread at 6cubic

diameter per squaremetreincluding

Description

UnitQuantity



to be used

per unit

quantity of

work

(quintals)

22.8.1

1322

sqm

0.03

22.9

preparationof surface but excludinggradingcompletewith :

Bitumen felt(hessian base)type 3grade Iconformingto IS :

Providingand layingsix courseswater proofingtreatmentwith

bitumen feltover roofsconsisting of

first, thirdand fifthcourse of



blown bitumen85/25 or 90/15conformingto IS : 702applied hot@

1.45, 1.20and 1.45 Kg per squaremetre of arearespectively,second

and fourthcourses of roofing felttype 3 gradeIconformingto IS :

1322(Hessian based self

finished bitumen felt)conformingto IS :

1322 andsixth andfinal courseof stone grit6 mm anddown size or



sqm

0.04

22.1

pea sizedgravel spreadat 6 cubicdm per sqmincluding preparation

of surface but excludinggrading,complete.


bitumen feltover roofsconsisting of

first, thirdand fifthcourses of

blown or /and residual bitumenapplied hot at1.45, 1.20and 1.70 kg



sqm

0.04

22.11

per squaremetre of arearespectively,second andfourthcourses of

roofing felttype 2 gradeI (fibre baseself finished bitumen felt)six and

final coursesof stonegrit 6mmand downsize or peasized gravel

spread at6cu.dm per

sqmincluding preparationof surface,excluding

grading,compete.




bitumen feltover roofsconsisting of first, thirdand fifthcourses of

blow or/ andresidual bitumenapplied hot at1.45, 1.20and 1.70 kg

per squaremetre of area

respectively,second andfourthcourses of

roofing f elttype 2 gradeII (glass fibre base self finished bitumen felt)



sqm

0.04

22.18

and sixthand finalcourse of stone grit6mm anddown sizeor pea

sized gravelspread at 6cubic dm per sqmincluding preparationof

surface butexcludinggrading,complete.

Providingand fixingAPP

(AtacticPolypropylene Polymer)modified

prefabricatedfive layer 2mm thick water proofingmembrance,

black



finishedreinforcedwith glassfibre mattconsisting of a coat of

bitumen primer for bitumenmembrane@ 0.40ltr/sq. mtr. by the

samemembrancemanufacture

of density at25°C, 0.87 -0.89 kg/ ltr

andviscocity 70- 160 cps.Over the

primer coatthe layer of

membraneshall be laidusing Butanetorch andsealing all joints etc.,



and preparingthe surfacecomplete.The vital physical andchemical

parametersof themembraneshall be asunder :Jointstrength in

longitudinalandtransversedirection at23°C as350/300 N/5cm.

Tear strength inlongitudinal

andtransversedirection as60/80N.

Softening point of membranenot less than150°C. Coldflexibility

shall



428

Code

No

of bitumen

to be used

per unitquantity of

work

(quintals)

22.18.1

be upto-2°C whentested inaccordancewith ASTM,D - 5147.The

laying of membraneshall be gotdonethrough theauthorised

applicator of themanufactureof membrane.

Descriptio

nUnitQuantity



sqm

0.04

22.19

2mm (for corrugatedroof sheets)

Providingand layingAPP(AtacticPolypropylene Polymer)modified

prefabricatedfive layer,3mm thick water proofingmembrane, black

finishedreinforcedwith glassfibre matt

consisting of a coat of

bitumen primer for bitumenmembrane @0.40 ltr/sqm. by thesame



membranemanufactured of densityat 25°C,0.87 - 0.89kg/ltr and

viscocity 70- 160 cps.Over the primer coatthe layer of membrane

shall be laidusing

butane torchand sealingall jointsetc., and

preparingthe surfacecomplete.The vital physical andchemical

parametersof themembraneshall be asunder :Jointstrength in

longitudinalandtransversedirection at23°C as350/300 N/5cm. Tear



22.19.1

3 mm thick

sqm

0.02

22.2

strength inlongitudinalandtransversedirection as60/80N.Softening

point of membranenot less than150°C. Coldflexibilityshall be upto-

2°C whentested inaccordancewith ASTM,D - 5147.The layingof

membraneshall be gotdone through

theauthorisedapplicator of the

manufacturer of membrane:



Providingand layingAPP(AtacticPolypropylene Polymer)modified

prefabricatedfive layer 3mm thick water proofingmembrane, black

finished reinf orced withnon-woven polyester mattconsisting of a coat

of bitumen primer for bitumen

membrane@ 0 40

Sor Corrections 2007

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Transcript of Sor Corrections 2007